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Home My WebLink AboutProduct Approval Mks 0: 0 . Regulation firM3 rA -- --. SCIS Home I Log In I User Registration ! Hot Topic Submit Surcharge Stats&Facts i Publications I FBC Staff I BCIS Site Map I Links Search Florida - Product Approval USER:Public Userd' .. Product Approval Menu>Product or Application Search>Application List.>Application Detail i FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved i Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email i Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 I Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By. John W.Knezevich,PE 0 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf i Referenced Standard and Year(of Standard). Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from;the Code i i i Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summa of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top'and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-086.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A. Evaluation Reports Other:Large Missile Level"W.Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S A.:INC. P.E.R. DRWG.15-086.pdf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade.w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison:Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and:84"for+64,-64 psf.See sheet 5 for other,spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks I Only-(Non-HVHZ)-Drwg 15-085 (top,and bottom)for storm protection Limits of Use Installation,Instructions I Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-085.pdf Approved for use outside HVHZ:Yes, Verified By: American Test Lab of South Florida Inc. Impact Resistant:-Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D".Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A:.INC. P.E.R. DRWG. 15-085 HV.Ddf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade,8'-0"for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s:f.for metals stud mountings and 8'-0"for 110 p:s.f.for HV1 and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3, Bertha HV Accordion Shutter- Extruded aluminum interlocking,blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-084.pdf Approved for use outside HVHZ:Yes Verified By:'American Test Lab'of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 .R8 AE A.S.S.A:INC. P.E.R. DRWG.15-084.pdf for Blade 1 and 18'-0"for Blade 2.See.schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back Next ' i Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-'487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy)Statement::.Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you Ao not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: eOtecY � , Credit Card: Safe GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYS I SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.O.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA - - BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE.INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS.SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CDOE,FOR A BASIC WIND SPEED REWIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF: CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(ASD.)DESIGN PRESSURE RATINGS INDICATED ON.SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE,CONDITION.-ULTIMATE DESIGN WAND LOADS DETERMINE PER ASCE 7-10 SWM:BEFIRST REDUCED To A.S.D.DESIGNWIND LOADS - AREA-1::WV-BLADES C)dC dA BY 1AULTPLYING THEM BY 0.6 IN ORBERTO COMPARE THESE W/MAIC (A.S.U)DESIGN PRESSURE RATINGS INDICATED ON SHEENS 11 THRU 15, 19&20. - - GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT:COMPONENTS AND ANCHORS:ON THIS P.E.D.•AS TESTED.WERE NOT OVER,STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS bQI USED IN THEIR, SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.-HOWEVER,-A WIND-DURATION FACTOR CD-1.60_WAS_USED.FOR VERIFICATION OF FASTENERS IN__WOOD. _ SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS-BEEN VERIFIED IN ACCORDANCE VIrTH SECTION 1609.1.2 OF THE ABOVE MENTIONED-CODE•AS PER - 7YP1CAi:SHUTTER ASSEMBLY 38-44 - --SHEEP 4 - - ATL REPORTS: TYPICAL WINDOW BLADE do WINDOW DETAIL -HV BLADE(D 90214.01-03.90715.01-03. /1004.01-05,/1214.01-0.5.90317.02-06,10609.01-10 AND(0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA 2: 41/ BLAB ()AND W WINDOW SLADE 15A1 AND,E-19,96 STANDARDS(MISSILE LEVEL-O•WIND ZONES 1._-2&3)&91220.01-10 AS PER TAS 201.203_&203 PROTOCOLS-LARGE MISSILE _ __ _ -(WHERE AP_PLIQ80W-_ -HV WINDOW BLADE ®90605.01-D6 AS PER ASTM E-1886 AND E-1996(MISSILE LEVET.O•WIND ZONES 1,2.3)BASIC PROTECTION ONLY AND 9 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON,LOCKS SHEET S INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2. W BLADE(D AND HV WINDOW BLADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL.LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS C-M.CONCRETE/BLOCK SHEET 7 - .. 3. BERTHA-H.V.ACCORDION PINS-(HV SCREWS).USED AT BLADES KNUCKLE'AND FOR-DIRECT MOUNT CONNECTION TO TRACKS SHN.L BE 914x2.75'AND 914:1.75'RESPECTIVELY•410-HT MINIMUM SERIES_ - CENTERMATE'.DETNLA W SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 bi YIELD STRENGTH AND 180 bi TENSILE STRENGTH.PINS SHALL BE COATED-WITH BERTHA HV DAC IT COATING SYSTEM AS MANUFACTURED BY'APPROVED CQ•fiERMATE AI.TERNTIFIG DETAILS FIV _ _- SHEET:9 COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE W MARKING ON THEIR HEAD. END CONNECTION DETAILS 1-6,.CONCRETE/BLOCK SHEET 10 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS:30.0 bT AND 35.7 kai FOR MAXIMUM SPAN TABLES SHEET 11 6005-T5 ALLOY. - - - ANCHOR:SCHEDULE- CONCRETE&BLOCK: SHEET 12 5.ALL SCREWS.TO BE STAINLESS STEEL.304 OR 316 MS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 56018 WITH 50 bi MIN.YIELD STRENGTH AND 90 bi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND.SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR MSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFlCA71ONS:W BLADEIQ 12,13,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE Q&Q WORKING IN.UNISON: 12. 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM DEARS A US.PATENT 96'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT 95.458,179 ISSUED TO EASTERN - .. .. .-. METAL SUPPLY,INC. WINDOW BLADE M ONLY 9.R SHALL BE THE RESPONSIBLITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF-THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK - - ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE.BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST REAR.PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL W AND HD - CENTRMATES AND ENGAGE OR LOCK ALL W AND HD LOCKS. AREA 4: HV WINDUW BLADE n ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8:2 OF THE FLORIDA BUILDING CODE. 12:BERTHA H.V.ACCORDION SP.UM31'SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PWS ANY BUILDING AND ZONING.REGULATIONS PROVIDED BY THE JURISDICTION WHERE -PERMIT IS-APPLIED 70. 13. (a)THIS P.ED.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SDECTION,PURCENSE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D.•PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONOTRONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.F.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SAL BE PREPARED TTY A.FIORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND:WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D. SHALL BEAR THE ELATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED TE FLORIDA BUILDING CODE(Non High Velocity:Hurricane Zone Sp`XA�TIE'• 2015 EASTERN METAL SUPPLY.INC.. . BERTHA HV TM A ,S■S■A Accordion Shutter System `,tr D• �N,c. ■ PLV.aAOE E C O #1 W/OR W/o HV. W_IND NV IAADE -9: � American Shutter Systems ::��ION DATE IRA"Eft". M.L. �1; TEOF *` TINT TESTING do ENGINEERING COMPANY ASspctGtioh, Inc. .1 OLD 11-192 4/13/15 DAM 4/13/15 i Oil F 6359 KN.36M.SL.St.3a3,VM...M GIFOENS.FICIMA MI6 . .y rnaae:(305)671-1530..Po.:(305)871-1531 4268 Wcstroods Drive 2 DRAWING No iS '•=• 4,�� anal bTlaaa4Faa- West Palm Beach, FG 33407 3 -0 15-085 WALTER 000719 P.E. 4 'YA71ry t 1 HLA1Y RORnA LIG.9 44167 5 - - SHEET P.E. SF7+L�S��NI�TURE/DATE 8 1 OF 20 _ VARES3. Um8DD 1_918•.. 1.491•. 1.200- 0 0 • - � ,09b • - .. �•St• - 4.385" ' .: 4.371- p ' 1.857': - 4.999• f J 1. HV •375 SOLID BLADE a O HY 90' 180 STARTER �HV'UNIVERSAL FLOATER QUALIFIED�`OR-USE W/ " COVERED UNDER US PATENT 5458179 QUALIFIED FOR USE:W/:HV BLADE 1O I HV DIRECT MOUNT - HV BLADE I HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV - 6061-TES ALLOY AND TEMPER -' "--- -SEE LIMITATIONS-OF-USE--OF;BLADE ®ON-SHEET 6061-1 -19- --- _ - _ _ _ __ _ _ ALLOY Ag iCMPER 6063-T6 ALLOY AND TEMPER __ _- 1.100• _6 ALLOOY _ - - •144• - - OBS' ¢7 ___,_2.670• 3.556* n (TYP) ._ - .994' _ - .670• 2226" m .' -- _- __- - _-.- -_ - _- _ - 8421 .. �. -- ... - - 72 • -_._ _ .000 .. Oi I 7� 815_ 092 7 HV ADJ..ADAPTER WILIP 4.ass 14' 1 376 {0.072• - - - :�_Oj O .920 3.226• OUAUFIED-FOR=USE W/ HV C8)HY-WALK-OVER TRACK - _- ©HV' AlJ. FLOOR TRACK BLADE 1. OUAUFIED FOR UAE W/ HV O HV TRENCH TRACK - 55' 3.750' - -- - 6063-T6 ALLOY AND TEMPER BLADE(1 QUALIFIED FOR USE W/ IN OUALIFIED:FOR.,USE W/ HV " 6063-T6.ALLOY AMD TEMPER BLADE 171 ONLY. 1�.HY RAINGUARD BLADE 6063-T6 ALLOY AND TEMPER QUAUFIED:FOR U01E W/ ITV 6063-T6 ALLOY-AND TEMPER =' YARIES " i X36" - BLADE(N7 t" 1.915• ? VARIES 1,936• 6063=T6 ALLAY A D TEMPER 1917'. ..083• - 083• aa3' tO .093_ .093• _ ._093• • m .. 060' 060• n870 L -_ .093• 09 _ 1 ti �4 1 4Ly :;,.686• o rtg. 870 1 HV-HEADER/.SILL 11 HV CEILING HEADER (13 HD CEILING HEADER/SILL O�IFlED FOR USE W/ HV BLADECI)ONLY, OUALFIED'FOR USE W/ N BLADE 1�ONl.Y QUALIFIED FOR USE LY HV BLADE 1� !3 HD WALL HEADER/SILL SLE SECTIONS FOR VALIDITY.- 6066-is ALLOY AND TEMPER SEE SECTIONS FOR VAUDITY. C7 QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER B ^ LADE`f ONLY. 6061-T6 ALLOY AND TEMPER T COMPONENT A B 71 T2 r X Y t _ XtAiY MNt .. - 2' 2 0.125• /�,3 2- 5•MAX. 1/8' 1/8" 3' 3•, 0.090• 16 2' 5•MAX. 0.192• 0.192' 16 SIDE ANGLES POSTS QUALIFIED FOR_USE W [IV ALUMINUM ANGLES 19 zs^ 7•MAX. 0:160' 0.190• / .. 'QUALIFIED FOR USE LY/ HV . BLADE,Q _ OUAUFIED F0�USE W/ HV --:: :. BLADE n 6063-TES ALLOY AND TEMPER BLADE 1 ONLY. e 2' 'S"MAX.l 0:139• 0.131' 6063-T6 ALLOY AND TEMPER 6063-TES ALLOY AND TEMPER _ I FLORIDA BUILDING CODE(Mon High Velocity..Hurricane Zone' 0j/ii .. .. .. _ ...Lp 2015 EASTERN MF_rAL SUPPLY.RIC:. IC: . . .........''�9=,, BERTHA HVTM EN P SF :- 7ir� Accordion Shutter System 1 ' O INC. A■S■S.AI. FLV.BLADE,#1 W/OR W10 H.V. WNDOW RADE *c. American Shutter Systems Rev.N DESC96410N DATL DRAWN BY:'M.1_ TILLITTESTING & ENGINEERING COMPANY STAT �N.W.UK s'. Sic.30.5.NRGNA GRmENs:!CORM 371 Association. Inc. , otn.11-192 a/u/ts wle 4/13(15 Phone (3051871-15 3 0.Fa.i(JOS)871-1531 4266We9tfOOd9 Drive 2 �_ DRAWING NO .-.no9:wle v.Lc .West Palm Beach. FL 33407 3 5-Cres EB-0006719 '%•�� FS:•••••••••-p`5: wAUE7t A nLIR Ja P.C. .. 4 P.E. 2�iGGAi1M4%N/DATE rtoRm�Me p W U 5 SHEET s 2 or.2o 20 IECAST 4.576' _ T^^745' 2.293' _ - I 1FUf-21EAD/Z 1�Rr;m HOUSING Ri"n 745' I - S.S.O.S. BAKED PAPTIED a � _-.. 1IDCD;IA (2 TA'JLNWEL KNI INIM NTURN F KNOB. .062' gi 'I °D A75'_ O .�,R BRA55.Dt1ut0ERS 1•'YUIC)D2' ---- ------- .. .. o rtq� i._ 1 'n • - �a�NErs(aYEwE (owpuE PUTW) 21__HV CENTERMATE { —o, p 1.325 "- HV LOCKPLAYED) ® HV EGRESS LOCK QUALIFIED FOR USE VI/ HV BLADE& t(3l ONLY T _ _ +a ® __ QU ED FOR USE W LN BU1DE 1 & 1 ONLY ° = -5.023' -- - 67u :QUALIFIED_FUR_ SE W/_HV_ _ QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER / BLADE Q 8c ONLY. BLADE C1)&-©ONLY. 6063-T6 ALLOY AND TEMPER HV CORNER CENTERMATE 211LIFIED FOR USE W/ HV BLADEONLY -250'OD. qjl.A74' - 6063-76 ALLOY ANDTEMPER PLASTIC HEAD MOLDED-row-1.756'.. .922' 2' - SCREW _TW11775,1- 0' Y RNEnN tmD;� O6�• I "� BEFORE RNLTINIG��- .DDD / . X 3/44"0:-20 RIVNUT�G1 4 20r L � x r S:S:'THUMBSCREWlI m 827.' *SFLEs 9444�DWM(20247T3 ALLOY)LARGE FIANCE THIN CRRNUTSONTPm .AS MANUFACTURED BY A Y TEXMRNPAPPDf/ HJERSEY 07054 OR EQUAL ++ FRONT ELEVATION HV MALE "T" LOCK CENTERMATE 4.566 I OCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR.USE W/ HV BLADE ONLY HV FEMALE T LOCK CENTERMATE HV "T" LOCK ® HV ALTERNATIVE LOCK 6063-T6 nLLOY AND TEMPER QUALIFIED FOR USE 0UAL)FIED FOR USE..W/ HV' QUALIFIED, FOR USE W/ HV GLADE 1OONLY QUALIFIED FOR USE W/ HV'BLADE(ONLY W/HV:BLADE o ONLY. GLADE 0 ONLY. 6063-T6 ALLOY AND TEMPERR'' 6063-T6 ALLOY AND TEMPER 3.161_-___ m L J-6 o�-1 r432 I O '- THUMECYLINITURN R .063' a .:OG3 '062' KEY CYLINDER .214•m - .214' .545' 0.079'Min. 1 .125 Na>t. 12. p m m �� HD ER O OD C A E m C G. O p o QUALIFIED.FOR USE W/ W BLADE 1 & A QUALIFIED FOR USE W/ HV BLADI= 1 & 1a a� HD CENTERMATE'S INSERT 60` *.n 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER. 17 VARIES.'12'MIN. QUALIFIED FOR USE W/ HV.BLADED& 1�6063-T6 ALLOY AND TEMPER /4'v- HUMOIURN EdI TNWBSOTEWS. .- t1/2YLINDER a0 _ R NKEY DEI 178 Ma YLINDER ® LOCKING RODS QUALIFIED-FOR USE W/ HV BLADE01 I HV 4" —2O AISI 304 DR('S Y RECENT HARDWARE MOE LOCKS SERIES 2333 HOOK DOLT LOCK. 6063-TG ALLOY AND TEMPER S6 HV 3/8 0-16. ACETAL ` / L & A �5)INSTALLATION WILL REQUIRE A ,7/16' HOLE THUMBSCREWS FRIES S$ THUMBSCREWS QUALIFIED FOR USE W/ HV BLADEO. DRILLED AT TRACKS FOR PROPER EMBEDMENT ..QUALIFIED F TTU ItrypV BLADE.( .. QUALIFIED FOR USE W/ HV BLADEn FLORIDA BUILDING CODE(Non High Velocity.Hurricane Zane .. .. .. ... .. .. 62015 EASTERN METAL SUPPLY,INC. '0,`SEL,......., ✓,9%;� BERTHA HVTM IL E:C O N�. A■S■S.A■ Accordion Shutter System KV.RADE yi w/at w/o KV.vnr�x BLnDE :cc_ American 'Shutter Systems TIWT TESTING & ENGINEERING .COMPANYInc. ET'• .pD5Dt-10N DATE' DRAWN Bl': M.L. A•. $t �� A330CIOti0T1. Iat - OLD 1I_-192 4/13/15 WlE: 4/13/15 N.W.JSTn.st.,w.Jas.vRcvrA crJeDn4s.n.aua Sat 4268 Westroads Drive x. Prcono:(3D5)a71-1530,Fa.:(3os)e71-i:a1 .. - DRAWING No F'p' :....:••'`_� Dw:ua�oowL�om West Palm Beach. FL 33407 a FV �`S\`S� ED'-0006719 -- 4 1 rJ-085 - 0 SSI OHill%N WALTER A.TE1TT Jr.P.E. iLORIDA Uc.f 44767 6 ,�... SHEET P.E.,SEAL/SIGNATURE/DATE 6 3 OF.20 'SHUTTER ASSEMBLY SCHEDULE FOR Hy 1 HV A 41 I 12' IN. CE TO BLADE P s Q HV BLADE 1 1A 1e7n_ ---� �--_ IF V WIN W BLADE A825' S Y-y .0 .0625' HV BLADE 1A -- T CJ �. i I ... a BLADE'S - .1875' Y HV LONG RECESSED NYLON BUSHING I ti I KNUCKLE o oAEN1N .0625:- 3 ATF (TYP) 0.0 7'. _ N F(V SHORT_RECESSED NYLON BUSHING f1AT PORTION- I RL7 ® HV NYLON HAT WASHER - I (DOR ® ry w Ll - — - - B - qR Q 'HV WHEEL CARRIAGE AIS1 302-303 SERIES I I n w .4 1'0 40 I I n 44 ///.2.6750' X 0.870'x3%16 THICK NYLON WHEEL: 3, �. - I -_ n1 rr---- - = -- N -- z Z/ M' I Nv wlNDow _.- _ CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS '" L(_._ .-.I IIm1m11L i� SEPARATION IBETWEEN .0625"_ 0625' ® HV 1 3/4" ACCORDION PIN_W/ #8_,HEAU * EXTERIOR AJ -'� _L, I �++ oI _ _5 _ _ _ C ON 'IERS:�:°" `-'�Y / ---- - * - --- : - - I - ,• � onvt.n75P 0a0 nf<_PINW/_�8HEAD 41 .4HV 2 3/4" ACCORDION *2 rvAnw _ . ® BLADE AND�p ® POLYCARBONATE IMPACT RESISTANT FN WINDOW i8—EEN TYPICAL HV WINDOW� I �� I POLYCARBONATE HV WINDOW DETAIL (1)OR ® -® or N.s. kEOU RE NOTE i I (DOR (13 I I j �K L'91YSffi9QN_�F IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE 12"BIN.CL Lr RESINS, UV-STABILIZED GRADE OR SABIC * Y ,_____. _ _ •, _LTO BLADE B M INNOVATIVF PLASTIC LEXAN 103 RESIN PIN �EOUIREMENTS AT EXTERIOR BLADE KNUCKLE EM1 11 I (�1 (SEE NOTE "F' ON SHEEP 19). w in Hy(1Ai (j)OR ® U11�. 0 (1) HV PIN ® SHALL ALWAYS. BE USED AT ALL EXTERIOR ® - ' POLYCARBONATEES.SOURCFOR 4 BOTTOM KNUCKLES OF FIV ACCORDION SYSTEM W/ HV O OR ! EXTERIOR APPLCAREWU HV (9 BLADE. TYPICAL SHUTTER ASSEMBLY ,;,�E P,�pq�,� n ` N.T.S. - - 'HV PIN f2 OR(4. AT (2) [-IV PIN ® MAY BE USED IN LIEU OF � AND ONLY AT EXT BLADE'S KNUCKLE. I PtlGI= EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV O ¢0.324•-T �' (SEE:NOTE * FOR S rW vavmr Ax„U"2 am IbAn' am mm BLADE WHEN CORRESPONDING TO INSTALLATION 11", SHEET 7_ 04&1r 0 3 I REOUIREMENTS) TENSILE 11E1D SRarrt.'M ASTU 0635 SAW Pa+. 93Q0 Pw.1. FL MIM SiREWC111 AT TSLD ASTM DMO .12.SW P." 13.W 0+L (3) HV PIN © OR ©W/ 1/2" O.D. 1/16" THICK S.S. WASHER 0 y i ? !'i FUWURAL lIaDLIUAS F5N DM 3406=v.a3 31e QOD �. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, >q 1" 1 I I I I i �� SHEET AMDrx IB R-/n' 17 R-D� W L CARRIAGE DETAIL MARE am,rr ASTM Q7'A' x73% a,5 z Mw N. ASSEMBLY LAYOUT PATE OF L1aWY1D ATY D63S c-1 UMS o-1 oASS N.T.S. SETT 1G1aT1R1 /SLY Dim 1010 T 980 T BTS• AS1Y x135 TOMLESTRENCM Kia!WCAMFAL'Ta ASiY M9302 Psi. 4640 Pal L) HV BLADE SOLID & f A HV WINDOW BLADE DETAILS TET 5 U:S,RWK.FORE nUTIUM0 A57 O75 °161 am r'- N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane tone .. .. .. .. .. :. % rr .. .. .. ..0 2015 EASTERN METAL SUPPLY.INC.. .......... BERTHA HVTM ��P, ICE ••lijr% --- ', _^ ��A►—} A.S.� A. Accordion Shutter System ILEoN� H . BLADE#1 Wi OR Wio Kv.wNww BLADE y� Americcn Shutter Systems Y EV. �OESCRIPIION OATE.:-DRAWN CFI__YL 17rt+4 TII.LR TESTING do ENGINEERING COMPANY :>k. Association, Inc. , OLD n-1 s2 1/13/I5 DATE 4/13/15 ATE OF - 0M N W.363 s<,St.3M.V3 DMA rJFDENS RORa A 3718 O Phone:(305)871-1530.Fax i(305)871-1531 4268 Westroads Drive 2 —DRAWING No F�;.- 0RIDp.,• r(��: e-mae tdtecoOPPl.com Wesl Palm Beach, FL 33407 7 0/1 ��; ED-0306119 15-085 NA�'ENG`��.: WALIER A TILLrT Jr.P.E. P.E. 9�t;j-A6;W'RE/DATE FLORIDA Lie.B 44167 a SITE 4 OF 20 ((�• _ ©•,,`(�j�' q' *NOTES ON HV LOCKS AND CENTERMATES• A B C. ° 'E9'.' m u N 5 7. U I( "lam'O `�•`�% ' 1 �, m�, a® 1. MANOu\TORf COND(iION/1:ONE HV LOCK or @ SHALL BE USED AT 1/2 OF.SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BE,(�OW 4�;MAYOF BE USED AS ANSPAN SHUTTER ASIDE OR OUTSIDE OR SPANS UP TO LOCK,ATTACHED AND FOR ST�nOR�JjT ELEVATION. ANY HV LOCK(�y or CENTERMATES W/(2) 1/4"0-20 x 1/2"LONG FLAT HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON l^J TYPICAL SHUTTER ELEVATION. �._- • 2. j•IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 16.® - LOCKS ;1s OR 0 MAY BE U5LD AS AN INSIDE OR*OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES - - - - - ® OR Q SHALL-BEAS_INDICATED-ON NOTE-(I_)ABOVE. F LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. -- -- 0-XYO 3. OPnONAL CONDITION �N/l!D ONLY WHEN MANDATORY CONDITION 1 OR DM7TFT2 MANDATORY CONDITION 02 IS USED H.V_ LOCKSI: LOCKING RODS(5�ARE NOT REQUIRED AT�URRICANE POSRION, BUT MAY oXa iOJa+S4� 2„y 41-tE.� - BE USED-IF DESIRED T0.ENFIANCE-SHUTTER PERFORMANCE LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). TAW^ �mmm ------ 4. •ONE HV LOCK_0 0 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN - 1 _ AND INSTALLATIONS AT ANY F].EVATION. HV LOCK!2 or 05l SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. _ ATTACHED TO t�CORNER CENTERMATE W/(2) 1/4 0-20—x 1/2-LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS AT-TOP-& BOTTOM SHALL BE USED. LOCATION-OF LOCK SIAM BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. >b XocH - MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. -- '�` 3<r ggd m 5R��:ALTERNATE TO MANDAMRY CONIQIIIIDN 01 VAUD ONLY FOR W IQ ° PO� fQ 0.38 ACI.A ONE ALTERNATE FIV LOCK 2(Il MAY BE:USED IN'LIEU OF KV LOCK $or: FOR ANY.SPAN AND O - � GYp� INSTALLATIONS.AT ANY ELEVATION.ALTERNATE LOCK.@MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT Qti i 3jOF 1/4.0-20x3/4"S.S.THUMBSCREW TO� NT OR fj CEERMATES SHALL BE MADE W/'1/4'0-20x3/4'ALUM. �E RIVNUT AS SHOWN ON SECTION WE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. V I 8, MANDATORY.COHDTRON.+1 FOR KEYSTONE MOL NG INSTALA71OHS- ONE HV LOCK 0 or @ or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN_OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO W.AND FOR INSTALLATIONS AT ANY ELEVATION. W.LOCK 1�3 or®or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO®or 0 SYMMETRICAL CENTERMATES N•/(2) 1/4"-20 x 1/2"LONG FIAT HEAD S.S. SEE END -_ M,S* LOCATION OF LOCK SHALL.BE-AS IN AS TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS W/® CONNECTION OR C3,�TOP AND BOTTOM IS COMPLETELY.MANDATORY. DETNLS ON D F E X I w x SHEET' 10& . 18 "_FULL 11 *NOTES ON HV "T" LOCKS AND CENTERMATES• HEIGHT. I - - ----- - -- OF CORNER ..Q AND ... ... .. m wa:H T' CENTERMATE ONE ALTERNATE HV T'LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS OR.90 FOR ANY SPAN AND Q«�mC61j•�«�8��10 •`3�°a INSTALLATION AT ANY ELEVATION:ALT TE LOCK(3�( MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT c� OF LOCK 0 INCLUDES USING REINFORCING LOCKER AS SHOW ON SECTION F1YG, SHEEP 9,WHICH MUST,BE CJI"'Q•�3 oa�j ,L J Dy CONNECTED TO CENTERMATES9-AND�W/ 1/4"0-20 x 1 1/21 LONG S.S.THREADED BOLT W/7/80 x 3/32' GO• O• WINGNUT Oft W/ 1/4'0-20x1"D S.M 5. INTO A 1/4'Ox 5/8' RNNUT._LOCK MAY BE INSTALLED AT MIDSPAN OR 12' 6 7 rR 6 7 MAXIMUM A(30VE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS @ TOP AND BOTOM IS MANDATORY. •6s)�xt©•(8)-08 , �J•is T s•q-3)«fj•�s«�t`y.6a *NOTES QN HD LOCKS &^CENTERMATES: 1, : ONE ALTERNATE HD LOCK W MAYBE USED IN UEU OF TYPICAL �1) HV BLADE SHUTTER ELEVATION HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE PD LOCK U�1 MAY 8E USED N.T.S. AS AN INSIDE OR OUTSIDE.LOCK.ATTACHMENT OF HD LOCK�.TO IS W/3'8 x 3/8'F.H. SSM.S.,AND INCLUDES REINFORCEMENT INSERT @ AS SHOWN ON SECTIONS HOB-HVB AND HEX;-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MA1aMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUILDING ODE( on ighelocity. ffurricane one A..jrCC/T��'' 02015 EASTERN METAL SUPPLY,INC. ENS�('.'��' BERTHA HVTM IL E 6 O g... A.S.S..A. KV.Accordion OR ojLIt1�VNMONyam Amerlc6n Shutter SystemsREX WDESCNPiIaY DATE DRAWN Sr. NJ. TILLIT TESTING & ENGINEERING COMPANY o= Association, Inc. t OLD 11-192 4/13/15 nate 4/13/I5 z 9. STATE OF :,Q rats NX Tau.5L.871 153 .FOK rxmaas.1-153>st ---4p�-•�'�� enema:(3as)eTl-1s10.Fax:(3os)aT1-1s31 4268 Wesfroods Drive �z. DRAWING No a-mm®cntecoo°9Lcom West Palm Beach, FL 33407 s WALTER A TILTi Jr.P.L 4 15-085 rrJh L Lal rLORIDA Uc.g 44167 s SHEET P.E. SFACf4S1GN�I�UFE/DATE 6 5 OF..20 POURED CONCRETE NCRETE ANCHORS TEBLO POURED S[f SCMmULE ON OR CONCRETE BLOCK. 1/CHINE xCRE S.S. POURED: CONCRETE- SHEET IJ) CONCRETE REQUIRED CONCRETE ANCHORS W/1/E SCREWS RF.OUIRED TOR.. (SEE SCNEOULE ON W/1/4'-20 CONCRETE ANCHORS 17 18 ®a.YST-(SFE UOUN791080N MELT 7) SHEET 1J) NUTS.O 12',D.C. (SEE SCHEDULE ON SHEET T3) _ - --- T -� h-77 min.l ��-I/4�0-20x3/4,S.S. Mi E EO--' MACHINE SCHEW5 fin.. - �- — USING 1/4-20 NUTS - —--' - 19 2, ___ I a 12'O.C. _ E.D.• zso'Max. - —� 13 zw• _ o rO1 OPTIONAL i aIONALwa SD'wmSCHMME ON 9m - -- MIN:SLPARATION 10 GLASSiv19OR 1 • I _ IXC (SEE SCHEDULE ON SHEEP II)—IASS EXISN16 IDUm®e ErN I MINSEPARATION TO CLASS --U(SEE SCHEDULE ON SHEET 11) IXISINC CHV WALL HKADE.F.Z.INSTALLATION ® HV WALL HEADER INSTALI*eTiON HV WALL HEADER INSTALLATION + KEYSTONE 1 . ��--- M,IN.SEPARATION TO GLASS IX�N rrL.5:ra2vlvl � • .1 TXISTINC 7 (SEE SCHEDULE ON S,HEEr 11) 1 i r0 aASs(9x I TF1 -. J.OR 1�. MIN.SEPARATION r0 CLASS I CLASS ' Sa4I11E as 94Ef 14 i(SEE SCHEDULE ON SHEET I')— I,M MICE MOAN) W 94}7 18 III1 LLyy M7asme til {!:1 y E%ISTINC � � i�'OPTIONAL 4 I I 1 1 Max. ..iI( III1- I 'i 1/47 M.X. a Il OPTIONAL 1i { wl - EO EQ .12 0R® •__/ _.__1/4'o-20x3/4'S.S. _ PHILLIPS TR HEAD 1/4'0-20x3/4•S.S.PHILLIPS. MACHINE SCREWS USING CONCRETE ANCHORS -TRUSS HEAD MACHINE SCREWS -/� �. ---- NCRf.TE ANCHORS //J 11 1 18 1/4=20 NUTS O 12"O.C. _ t-(SEE SCHEDULE'ON W/ 1/4-20 NUTS O W O.C. POURED CONCRETE (SFE SCHEDULE ON SHEET 13) �/ ` Min. POURED CONCRETE— SHEET 13)' _ 111/// 1 POR OURED CCC BLOCK OR CCNCRETE BLACK T.QNCRETE ANCHORS REQUIRED � WALL REQUIRED HV WALL SILL INSTALLATION / (SEE SCHEDULE ON Qr l HV_WALL :SILL INSTALLATION POURED CONCRETE_.. SHEET 14) OR CONCRETE BLOCK WALL REQUIRED HV WALL. SILL INSTALLATION NOT}.FDR COM67NAT70N 0E SEpT,pNS: I N STALLATI O N DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER Y D, EDGE DISTANCE ASSEMBLY • SEE UMI ATIONS OF USE FOR, H V. BLADE 2- MOUNTING SECTIONS CAN BE COMBINED (S,EE SPECIF7GITIONS ON SHEET 13) BLADE IA ON SHEEP 19 10 IN ANY WAY 10 SUN ANY INSTALLATION, .. ' FLORIDA BUILDING.CODE(Non High Velocity., urricpne. one ��/�qT. - - .. .. .. ..©7.015 EASTERN METAL SUPPLY.INC.: . -, BERTHA HVTM _ fit =- A S S A Accordion O Shutter System L_ E C I N c. RV.BADE p1 W/OR W/O H.V.WINDON BADE *i !� American Shutter Systems .H DESGI MON DATE DRAWN m: M.L '.p:- - T1WT TESTING & ENGINEERING COMPANY 9. SAT TEDF et_ Association. Inc. 1. :.OLD 11-19z 4/13/15 DAME :4/13/15 .�' N.V.3fiW SL.Ste.30,VIRGM GNIDENS:ILOROA 331 4266 Westroods Drive _ x (305)871-1530.Fax:(305)871-1531 DRAWING No -raca::0hweuaLcem West Po1m Beach, FL 33407 F." S/ONAL�` � WALTE iB-671J..P.f' 15-085 , m1F�1 SHEET FLORmA uc.p 441676.. OF.20 P.E..SEAI.�S��`NATURE/DAT E PWfTED CONCRETE ANCHORS I Sa Ti-, 1 OR ®� ' 1 i L ID -O CONCRETE (SEE SCHEDULE ON SHEET 13) 15T mTEnam(SMRx Q S6i '1 f7CISDNC i ;(�S�.F C REQUIRED EDGE OF II ORSLAB IF ON OUDE t9 D� GLASS^t ux OPNtAnw 91�") .D. J APPLICABLE E7(ISTINC mwx- 'a I B GVSS f ' off saLT 1q' - j TERNAE. Ii i ` , i i I EXpLoriooCLASS LuN a #10x3/4'HEX WASHER HEAD t t t t 1 1 OR 13 oR 1 S o 3/a uw.. TEK SCREWS 0 1 Y D.C.: EDGE OF ' ' 3/8 NM� CONCRETE ANCHORS 8 SIM IF n 1 7 ' (SEE SCHEDULE ON SHEET 13) E } APPLICABLE �' i .. EXISTING ' T I I I '' - I-.- - _ __ _ _ _ _ _ _ _ __ EDGE OF . -'t SLAB IF - / D I APPLICABLE I A�u�181E J cvsS EDGE — EDGE of - ty.L � - E.O: EO. l� APPLICABLE POURED POURED FIAT FFAO CONCRETE ANCHORS �./ CONCRE E I / D.t - CONCRETE (SEE SCHEDULE ON SHEET 14) SCHOtF9 a StrT _ _ - POURED r. _ _ _-- REQUIRED. REQUIRED wORPEACE0 1 OR CONCRETE - -. - __ LFLAT HEAD CONCRETE.ANCHOR) _ awff DO&p REWIRED ----E•D. ----E.0.* (SEE SCHEDULE ON SHEET 14) I1 .TRENCH INSTALLATION -- - VAUD ONLY FOR UP TO +70, -75 PSF A.S.D. 00 HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER (I� HV FLOOR INSTALLATION t SCHEDULE B3, SHEET 11 (.7 HV CEILING INSTALLATION- -- �m;� —.. t .. CONCRETE ANCHORS I uuss•.xaxw T (SEE SCHEDULE ON - SHEEP IS) 1/410 iIpy ADVANCED l�aanam tq I 1 I. F](ISRNG _ - rEClRKl00Y OR 1/4.0 FO611RS 1- EXISTING EXCLASS---I._.GCPAIA_ro cuss OCh55—I —.I F0.ti1F7Ft6 TAPPER,:.A"34=.W/ I MAX. .GLASS—+ ` CRSS "-Ij'I=so®w[w 3m t) 1 —O I .i>iwccroi ro 1 3/4'1eN FLBmYOR o.6' . -'�(�soeaxE w '0 ,I .O O.C. AND FORFOR SPAS LARGER_TSM7" : I t 1I i To kfe P 'K MALT 1/4 1 SEAMI AT.EVDiFASiD.'LV tPAD r . I (,TP.)(SCE!.. Dl9AU13/6- -- fpm. W i �G♦ ' ®10x3/ HEX E, �♦ OR 1 S i I 1 WASHER HEAD COM.STXIANT �yL, 1 i TEX SCREWS _.. _ i .. .. F�z ti® 7"O.C.814x3/4- HEX HEAD 1 4'e-2OJ{ 55 YS TET<SCREWS B 9"D.C. #14x3/4'S.D.S. i i i 1 1/4 I - —U9N20 NUTS OR 1/4"0--20 SS.MS. CONCRETE ANCHORS 6 7 L J7 � 0 tT OGsFE sc1+EDUCE aN ' o s"o.c. uat W/NUT 0 9"OC. ( 14) •2DWALL c N(DECTR ATIVE L EDGE OF 1 -• E:D. uLL) #14x3/4"F.H.5.0.5. + MIN.SLABIF 1 7/a'/-- 1 7/8` / APPLICABLE ✓' __CONCRETE A.YCHORS 0 9"G.C. __ RECUR CONCPJ:TE I SEE NOTE 13(D) \'SEE NOTE 13(b) POU .CONCRETE (SEE SCHEDULE ON ON SHEEP I .D: OR CONCRETE BLOCK SHEET 14) RUCONCRETE ON SHEET 1 OCON '-'• '`' ------ REQUIRED OR CONCRETE BLOCK OPTIONAL POURED REQUIRED O KEYMNEMON G6-INSTAL eATION CGNcF&1T__ CK/ HV WALL FLOOR INSTALLATION HV WALL WA (L) LK=OVEISTALLATION R. N _ MAXWUM A.SD.Sim=DESIGN SPAN RU REQUIRED (J HV RAINGUARD INSTALLATION t Nam, NOTE FOR COQBINATION INSTALLATION SHALL BE OF SECTIONS: ♦ t NCIVABLE WHIN PERFORMED E. D. =EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT UMRATIONS OF USE FOR 1-SEE SHEEP 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE' BLADE.&ON SHEET 19 ASSEMBLY INSTALLATION DETAILS W/ (72-MOUNTING HV BLADE NS N ANY WAY TO suis ANYIN BE COMBINED .. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0.2015 EASTERN METAL SUPPLY,.INC. BERTHA HVTM ��• �\cENSF'1^ Accordion Shutter System I� ASSAC O N e. ■ ■ ■ ■ KV.BADE#1 W/OR W/0 KV.WINDOW MADE American Shutter Systems Rm.K. DESCRIPTION DATE 6PAWN SY: ML. .-a'• J TATE OFTILLIT TESTING & ENGINEERING COMPANY Association, Inc. I ALD 11-192 y13/1s ate 4/13/15 ra33 N.W.s6m.ac,s�...tm,VRarrw c♦ROR:1+s,c1oRyA MIR4268 Westroads Drive z R ,f��\�`\ Pncna:(3as�_11;ta%oeu�em s)ar_1s31 West Palm Beach, FL 33407 D 15-085: EB-0006719 AA/AA SION At::i;s1 WALTER A.TILLR Jr.P.F.. ... .. `` FLORIDA Lie.j 44167 s SHEF1 I'.E..SFJ�LfSIu"NA�URE/DAiE c 7 OF 20 SE r,kp ii4LL C O I O SEE NOTES ON LOCKING RODS®,HV LOCKS Q Or 2Q `f• INSTALLATIONS W/ HV AVD ALIFRNATE HV LOCK®ON SHEET 5: OUT I IN -DOSIING GIA55 **BLADE SACK DETAIL IIVF IS VAUD FOR ALL I/ _BLADE W/ HV-.CENTERMATES CENFTERMAIES APPLICATION WITH B,ADE01 OR SEE.END WALL CONNECTION -EXISTING CLASS DETAILS ON SHEM 10 &"18 3 E/4' 7' 6 1/2' 7' (6D63-T6 ALLOY)ALUM. OPPOSING - — - - ANGLE W/(2)w/(2) 1/4'0 TAPCON _1/z• «�©�® SYMMETRYCAL- - - - ANCHORS To CONCRETE I- CENTERMATES CENTE MATES (TOP/BOTTOM)h 010.3/s•S.M.S.O 12' MIN. SEPARATION -- GLASS (<)B70AT/EACH'ANGLE.(TYPI -.t - - -- o.c.FULL LEN GIIr,.. _ _ _ - _ _.W/ HV LOCK or - - -- W/ HV LOCK or (SEE scHEDu H - - * * - - _. - ---ON-SHEET 1l_ - _- 5 3 m 2• � 2 VA� 43 -- - OUT * - E6 ® � HVQ HVA HVB ASS ©�®�©-OO �"®PAID�� POURED CONCREK OR O:-O ©w©XO �' 10' c —EXISTINGGLASS REOURETE RIOCK WALL • oDl 80R8 I �._--- ---.___---- O ® ®v'©.©__ r----_ - EXISHNG\-0. ® ©' Q' SYMMETRICAL s 7 w 6. 7 8«� C1 S, ` * I N �'O i© •O♦® MIN..SEPARATION J(� EXISTI CENTERMATES G g,n i ea, g Q, TO GLAss 5 IL—r —— —.—J CUSS m '-� �k ��© ®�© O�© (SEE SCHEDULE HV OC 6 ornoNAL MIN. SEPARATION an ®* �Z _. .._ _- (INTERIOR) 19'©OR�•.O ON SHEET 11) .. ..{ (SEFSCLASS HEDULE IN OPTIONAL ON SHEET 11). (INTERIOR —___ j �CONCRLIE- .ANCHORS VAU-T 3 Ir' VARIES •�� *�o, ® /l 2 O U T 6 1/2-MAX.SLACK _--- OUT *- (EX)ERIOR) HVE HVF** ... HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone I111111111i1111// ' ©2015 EASTERN METAL SUPPLY,TNG. BERTHA HVTMZEN �' 1L E.0 O �n�. A.S■Si.li. Accordion Shutter System Kv.RADE y1 W/I R WAO KV. WN70W MADE TILLIT TESTING k ENGINEERING ,COMPANY American Shutter Systems REV.N. . OESCMIRMON DATE DRAWN BY: OF 535,Ns.,cN-S4 Ste.3a3.V3 INA'GNMEI�,RORUA 33IfA Association. Inc. I OLD 11-192 4/13/15 DATE: 4/13/15 �� STATES Ph-:(305)671-1530.Fa::(305)071-1531 4268 Westrocds Drive 2, DRAWING No ,F P. a- 0:mmaPoaw.rom West Pclm eea6F, FL 33407 3 15-085 WALTER A'TCLrr k.PF rLOPoOA U, /44167 s SHED P.E.,92dL/ t11�i`I(E/DATE 6 8 OF 20 ALTERNATE INSTALLATION. W HV "T" LOCK. 0 HV MALE F ALE .".T". LOCKS CENTER AT 8 9 & LOCKERS 1 HV BLADE SEE END CONNECTION DETAILS ON SHEETS to A 18 INSTALLATION n HV BLADE OUTeuoLos�ca MET, KJF,NEX�TW ON San 8, W/. HQ.CENTERMATES 4 A4 wELL As 11WERS L FLOARN0 SLAE®oEtaL Dais-irv0. INDICATED ON THISsNeINctT,"Y BE USED W.TH nes x101 .$EE T[ND WALL CONNECTION -- - -- - - I - IO•®'•®'�©•®"- - -Io-rAUA1aN.0ETAa `sliowu w Das s,Err. DETAILS_ON'SHEETS 10 18 .. 35* (gno.l/2•Nft-,nR.l i 12- MCI t-- __ .. _LOCK. IN O -_ _ Jhoa/rSus�r2• PC.IUL IDr . (4)N.Yvs(wPINS 7 3nM P, AOL _N (4)N� x .m 3HV T 5 (INSIDE). Nusl g)H IL 1 28 29 1. O 31 0 .. �. 31 oa 13g 7 oa 32 31 oR 35 a©2 OUT � O Q . _1/4":0-20 x 1 1/2" S.S.M.S. - - 35-- (uPncua) *SEE NOTE 6 FOR HY LOGE(®. W/ 7/8"O x 3/32" WINGNUT. (alnlowu.)HDR—HVR OUT HDC-HVC - r uocx ON st3r e. ©# ® SYMMETRICAL.HD CENTFRMATES Wf�kTIrAL HE) INT RRORTES (OHV "T" LOCK (OUTSIDE) 2 W/I! LOCK (EXTtRLQL2) tSiR:[5 92.4 NLMiMJu HVG* . (2024-T3 ALLO,)LARGE RONOE neN ®°A©•O"'O to•®'o SNEET NUISRf,PART 10820. tO -6, AS AN AO MUFACTURED Nr AVOEL 0VM nDaom.PAR5"7-NEW JERSEY" ©•O•©m.©•O•®a 0701OR EOWL SET Nous ON OC 0 G pots o s m®eals ON ear s --1Q z wre groL ILrAt-mrOvQona.,wo-,iw a VAlll roR/11.(.II11{]YAITS Af7LG110N3 WM ou0E0 HDD—H " FLOATING STACK FLORIDA BUILDING CODE Non High Velocity Hurricane torte 2015 EASTERN META SUPPLY-INC, - ,,•P�••• �,,,,, BERTHA HVTM ` '� IL ECO 1N�. A■S■SEA. Accordion Shutter System FLV. MADE#1 W/OR W/O FIV.WINDOW DAM American Shunter Systems &SCRIPTION Mtn bkAwN Hr: u:L TILLIT TESTING & ENGINEERING COMPANY o TATE OF :Q aus rLw.Sun.sL s n 345.wYUTA c+xOrrs 1wTuu 3x16 Aasoclatione Inc. t OLD t t-t92 4/17/(5 oAie ajia/ts •' ' �__ Plbnc:(305)871-1530.Foa:(305)871-1531 4268 Westroatls Drive x DRAWING�No <` .. �'i�,�Fi$S. .....�� —"61:eeuto0"oeire West Palm Beach, FL 33407 ` 15-085 �ipFrrONAL 1�L1�� W LTER �44 67 P.E. 5 SHEEP P.E.. �'I�NATURE/DATE 6 9 OF 20 .. ... .. .. ... -.. .. .. .. - — - POURED CONCRETE CONCRETE - POURED CONCRETE OR POURED CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE 13LOCK WALL REQUIRED BLOCK WALL REQUIRED �. .REQUIRED BLOCK WALL REQUIRED � - - EXISTING GLASS EXISTING GLASS CONCRETE ANCHOR EXISTING;GLASS i-:' _r 1."A11N EXISTING G . © 16.O.C. Y. 7'' 17 1411 SEPARATION ) 1•_: —2'MIN. -- T _ TO GASS(SEE �. i AOL SEPARATION SCHEDIAE ON SHEET ID.GLASS(SEE I MN SEPARATION EO ' EQ TO GLASS(SEE - 11 FOR RADE(DAND �EEIRE ON SELF I SLTEDUE ON SHEET 1/16'x3•MAX.= ON SHEET 19 FOR 11 FOR EXAVE SMD (6063=T6)CONT. ... HPDES�k® . I1 FOR EIIADE OMD ... 19 FOR 1 E FATV19 _ ON SEEP 19 FOR ALUM,CLOSER I OC Q� t/ �'ELma Oa�. (LOCATE AT - RIDES O ai QAQ PUTS (LOCATE 1/2" C1TI EER SIDE 1 ___ - _-AT-ENHER-SIDE- MIN._ _ _ C ---- Of Q) L - - OF(D) - (- T--_ ._f �•USE 1'OR'2'MAX 1/2• '---- T— �1 010x1/2'SUIS._/I ---- (AS APPLICA"x2'.I/6".O'-2• ------- S70>rt/7.•.S.M.S. 6 16'O.C. -__—_ ALUMINUM CLIP ANGLE .. G.36'OX.- ,-• :_� � _. - -_ _ _ -- __ _ - __ _ � / (6ow10TG ALL S TO 4EIh0 I -- - --- -' 4-- .. — - i x1/.- .M.. -- - -- - - - --- E 4}-�` - - (2)1/4'0 TAPCONS ANCHORS TO - -- - (�� `/ SEE DE1NL%FOR/ �IOR WALL AT 1'O.C. (LOCATE AT - - `l SIDE CONNECTION 1& EmIER SIDE aF+Q) 1 -OR &: 1 OR ®'_ _. -- __- -. SEE DETAIL X FOR -- �OR�& ... TO TRACKS _ SIDE CONNECTION _____ _ _ _ ®a©•Q7 v 8 0.®m SFE RECONNECTION Q� °'®v©•O7°1® 10 ®°' a�v�6-7 v8 10.®a TO TRACKS I w�«6,Ov©..:10•®v IOw®a©•®vQ•©a TO TRACKS �1�0• _ __ __. ,rte,_ ®"®'�©•©01- _ 10.�a©'®m©•©°.' 1. 10•.®"'©•`lH-®•©^' �©•70•®v©'Q•®a ©•O7_•�a©�•�O7 •®a END CONNECTION DETAIL 3 END CONNECTION DETAIL END CONNECTION DETAIL(1) END CONNECTION DETAIL�2 •FREQUIRED ONLY FOR SPANS.GREATER THAN:12'-0" POURED CONCRETE OR EXISTING EXISTING GLASS CONCRETE BLOCK WALL GLASS ----------------- REQUIRED r � �{ fF.vL s7AwnoN 51 t jz"S.M.. � - ----`-- TO GLASS(S;E a 16" C. MX SEPARATION Y ' a -----•-� ____ - D I�DJDDE ON SHEET coNC /2•MIN. TO LTAQ(SFE -- - --- --- - ON SHEET 19 FOR ANCHOR O iEDULE CH Sal - - OR BLVAim&Q1) 12.O.C. - __-- ON SHEET 19 FDF: OR OR 1 1 ECONCREIE 5� BLADES mh Lam_.__ _ OR� �( -_I 0_ 2•NTN.—'- � 4 MIN _ --_ED " 6 OR®OR(BOR LAIN. 2'NI/ _ ♦ SEE LIMITATIONS OF USE FOR ��T�/ BLADE lA ON SHEET 19 0QRQOR�OR@OR@ VIEW ! 5 OR �'' PLAN DETAIL X d"OR ®' ®aha 6 T a e tD• O O.OeO ®a O O Oe0 ®a END INSTALLATION C014L POURED CONCRETE OR �a 6 7 v 8 10• '�--- ' REQUIRED BLOCK WALLpa®app®a n BY BLADE OR BY WINDOW. BLADE INTO REQUIRED ��_ 6 7 6 7 CONCRETE OR CONCRETE BLOCK WALL. ®•®a.�•Q�©•®a ®.®a®.®ate:® END CONNECTION DETAIL.50 © ®a® ®a® ®aQ® END CONNECTION. DETAIL© m®® FLORIDA BUILDING CODE Non High Velocity,Hurricane Zone P- 0.2015��AIi,,�� .. .. .. - 0.2015 EASTERN METAL SUPPLY.INC. `P� R.....�. r� BERTHA HVTM `cE"� .�= Accordion Shutter System _a A.S.S.A. H.V.MADE#1 W/OR W/O H.V.NWNDDN GLADE American Shutter Systems ZEVm He DCSCRwnoN DATE- DRAWN ar: 'M.I_ TIWT TESTING k ENGINEERING COMPANY ABsociatione Inc. t. :.OLD 11-192 4/13/15 DATE: 4/13/15 STATE OF 5355PN.36U,SL.Ste.%D5.MtGM GARVV6.77!11-x1 331& 4268 Weftiad 9 hone:(305)971-1530.F6.:(3sr 05)671-1531 s Drive 1 DRAWING No �F-; ORID;•G�� o noa:uuecoaoa.com West Palm Beach, FL 33407 3 rJ-0a5-. EB-acUff J 1 WALTER U FiDR'DA'Li..Lf e.'81 414 166 7 s SHEET P.E. S�'1iL'}"JAS1�AfURE/DAT.E .. 6 10 OF 20 SCHEDULSCHEDULE 93 MAXIMUM SHUTTER SPAN" -L+" OR "L=" MAXIMUM SHUTTER SPAN'(` "L+" IMUM SHUTTER SPAN*'L+" INSTALLATION LEGEND NOTES:' (ft.). FOR INSTALLATIONS W1 SYMMEIRC&L OR -L '(ft.) FOR DR, -L-" (ft.) INSTALLATIONS - CEMERM.ATFS @I &®or W or INSTALLATIONS W/ ly CONCRETE & (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK or ®or or & & W/ ONE HV LOCKS MANSORY WOOD POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK W/ NO LOCKING RODS or ONE HV LOCK or or.® - L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES ®&®W/ ONE HV--T" W/ NO LOCKING RODS 21 OR W/ NO LOCKING WALL A,F. C, D, E, M, N, O, R, O, A.S.D. DESIGN PRESSURE RATING.' ODS MOUNTING F, K & L R. S. & V. LOCK® W/TWO LOCKING RODS.® TOP & (SEE NOTES t.tt) (VAUD FOR MoUN1nNG 0 (2).PROCEDURE TO DETERMINE MAXIMUM-SPAN FOR BOTTOM SEE NOTES f tt SHIN 7) FLOOR/CEILING G. H, I, 11, J T. U, W & X WALL MOUNTINGS(TOP/BOT(OM) OR FLOOR/CEILING: nn CONCRETE&WOOD MOUNTING CONCRETE&W000 INSTALLATIONS V NAIaNw I�wtMtuM CONCRETE &M_ GIVEN A POSITIVE A.S.D. DESIGN,PRESSURE RATING, I .DES ws.0.CES" INSTALLATIONSay.0.�,a INSTAUATIONS - WALL MOUNTING fLODR/CDUNG - --PRC.4JRE"- WALL UGUNT44G - - --PRESSURE- _ _ _ _ __ _ DETERMINE MAXIMUM SPAN SIG FROM SCHEDULE PRESSURE MDUMING RA' & RARNG nom/ Mo Rcn"G GNF17 A NEGATIVE A.S.D.DESIGN PRESSURE RATING. _ OR oR (ORR>) FLOGR/CEIIINO NOIINiWG (.w'�) FLOOR ALL MOUNTING DETERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE. (�ca-) _ ___ _ - _ L 4 (n) I-(n) 1+ (6) L-IN L t (rt) i-inl L (0) L-(n) MAXIMUM SHUTTER SPAN 'L+ OR 'L- FOR 30 OR LES I6'-0" 16'-0' 16•-lt'. i6'-0" _30 '16'-0• I6'-0• - 30 16'-0- 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN E EQUAL TO THE —_ _ ,._. -- -105-psf.AS.D.DESIGN PRESSURE RATING. _ MINIMUM DETERMINED SPAN BETWEEN •L+"AND "L 35 14'-10' 14'-10' 75-2' 16'-0' 35 _ 14'-10•_ t4'-10- 35 15'-2' I6'-t0" - - - - - - - - - -- 40 13'-10' 13'-10 14'-2" 15-2 . _ 10 _13'-10' .1_3'-_7_0• 40 14'-2' 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13'-I' 13'-4' 14'-3' 45 _13'-1•__ 1_3'-1" 45 13'-4" 14'-3" t HV CORNER CENtTERMATE/3 MAY DE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 - 12'-5" 12'-5' 12'-•B` 13'=7' S0 __ 12'-5' 12'-5" 50 12'-3• _ _ 1J'-1•. MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: SHALL BE AS INDICATED ON MANDATORY CONDITION (I2 - _ 55 11'-10' 11'-10' 12'-1 12'-17' 5511'-10' it'_�p' _ 55: .11.'-1' 11'-tt' _ FOR A CNEN POSITIVE AS.D. DESIGN PRESSURE __._. ..-_ _.__.... - NOTE�5,SHEET 5. - 60 11'-4" I I'-4_ 11'-7" 12'-4' 60 .1 f'-4' 11'-4' 60 10'-2' Ip'-11" - --- RATING:" - - .._. . .__._._ - DETERMINE: 65 10'-10• 10'-10• 11'-1• 11•-11" 65 10'-101 10'-10" _ 65 -__ 9'-5• 10'-1' Lt+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 T0'-6" IO'-6" 10'-9" 11'-5-: X70 10'-_6' 10:=G 'l0- L2+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75 10'-1• '10'-1' 1G'-40 11'-1.. _75 --.10'-1" 10:-1` 75 - 8'-9! tt EXC£PT THAT MAXIMUM SHUTTER SPAN-L+"OR INSTALLATIONS. _ 80 __ W-10• 9'-IG" 10'-0 10'-9' 80 9'-IO' 9'-10' 'L-•AND MAXIMUM AS.D.DESING PRESSURE RATING FOR FORA GIVEN NEGATIVE AS.D. DESIGN PRESSURF. W-6• 9'-6• .9-9• .10•_5• _85 _g ._6• g'_6' INSTALLATIONS 1NIO CONCRETE OR CONCRETE BLOCK RATING: -90 g•-y g'_p 9'-v 10'-1' -90 9'-3' 9'-3'-_ SHALL DE LIMITED AS FOLLOWS: DETERMINE: __9 ------ -------- 1- CONNECTIONS TO KEYSTONE MOUNTING _ 95_ _W-0` _W-9' 9'-2• 9'-10• 95 9'=0• B'-9• LI-= MAX. SPAN FOR WAIL MOUNTING INSTALLATIONS. _ - LIMITED TO +64,-72 p.s,I. AND 8'-0' SPAN, SEE L2-=MAX. SPAN FOR FLOOR/CEILING MOUNTING _ 9'-0' 9'-7' 100 B'-9' 8'-4- MOUNTING ON SHEET 7. INSTALLATIONS. 105 8'- - 7'-11• 0'-9' W-4- 105 8'-7- 7-11' 1.10 B'=4• 7•-T 8'-7• 9'-2- 110 8'-4• 7'-7- - . FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE - Lie B-z 7'-3• =8•-4• - :8•=11• 115 17 e'-.2=7 =3= SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN "L1+-, -L2F; Yt-'A140-2-- 120 8'-D' 6'-1 T' 8'-2- 8'-9" 120 8'-O; (q)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 _ _7_-10- 6'-8_ .8'-O' 8'-5' 125 T-10" 6:_8' ALLOWABLE SPAN AND NEGATIVE A5.0. DESIGN - PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 130 7(-8' 6'-5" T-10' A'-r 130 _-.-.__�'=a•__-, -._6'-s' WIND ZONE MINIMUM 135 7'-7• 6'•2• Y-9- T-9- 135 T-T 6'-2• SPACING. 140—_ 7-5= 5,-_I 1-". 77:F r-6 140 7•-5- s-,;• ASTM E-1996 SEPARATION 145 7'-3' 5'-9' 7'-5' 7'-3' 145 7•-3- s=9• TO GLASS. -- 150--- 7:-2 5•-7• :Y-4- 7'-o. 150 7'-2' -5.-7. ... .. 7'-2". 6!-9' 155 T-O- 1 THRU 3 1" - — --. _160 6'-t t' S'-2' T-t' 6'-7' 160' 6'-11• 5'-2" .. _ ., 1_65 6'-10' S•=1' 7' U' 6'-4' 165 6'--IU' F45 170_ 6'-9W-11' 6'-2- 170175 6=7" 4•-9•. ._6`-9 6'-0• 175 6%-7•6'-6" 4=8' 6-85-10" 180 6'-6. HV BLADE1856'-5• M16 8-7 :i-8• 185 6'-5'_ 5'-6' 190 W-4"195 _ 6'-3' 4-3 6'-5 r-5 195 6'-3•4'-2• 6-4 S-3 200 6'-2' ' 205 - 6'-t' a'-t' 6'-S" W-t" 205 6'-t- 4•-1' j FLORIDA BUILDING CODE(Non High Velocity Hurricane .Zone O 2015 EASTERN METAL SUPPLY, INC. wA"TIL(ji�%, - BERTHA HVIM 1 Uric C O �.(:. A.S■S■A■ Accordion Shutter System I{v.aAoE#1 w/at w/o H.v. 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DESIGN NEGATNE PREMRE RATING AND d COM ESPONNG MOURNG TYPE FOR:CONCRE►E OR CONGREiE.BLOCK R§FA IMS .. .. -(SEE MOLINTILA S r.0.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: 'POURED CONCRErF/OONCFVE.HLIXX .. ..POURED CONCRETE' .. (A) TO EXISTING POURED CONCRETE:(Min.rc-3 k07) YA1lDDIL OWALLSILL MOUNTING ©CEILING MOUNTING O FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON-WITH ADVANCED THREADFORM TECHNDLOGY ANCHORS,AS MANUFACTURED BY I.T.W..BUILDEX(W..rc=3 kfil) ANCHORS SPACING'LFGE7JD - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANg10RS,AS DISTPoBUTFD BY ALLPOINTS SCREW.BOLT&SPECIALTY COMPANY.(N9t.re=3 ka3) RDFSo1 N G9K PRESSE E WHO OISM NQi X RESSLK RMING OICM REWNE TC590E RMW - 1/4'0 BLUE TAP CONCRETE A14CRORS W/CAP AS MANUFACTURED BY FLORDA FASTENERS DIRECT.INC.(Min.f c p 2 k6i) E-CON N.OR 1/4-0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED By�ALL POINIS SCREW,BOLT&SPECIALTY 3D 40 60 75 90 120 160 205 30 40 60 7S 90112011601205130 40 ED 7S 90 120 160 205 - ADVANCED COMPANY.OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED IYfIH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 14 2 l0 9 f SS 14 12 .10 9 8 8 6 _0 14 12 f0 .9, e D 8 6 TECHNOLOGY - - - .3'-0' 14 12 10 9 8 74 12-.f0 .9 8 B 6 6 14 .12 10 9 .e 0 6 6 (Lfn.f•c=3 k&) OR LESS.14 722 10 9 'B 11 12 10 .9 8 8 6 0 14 12 10 9. e 0 fi 5 ALL :SOLID-SET W/CAP. N076: 14 12 t0. 9 7 14 12 10 9 8 8 6. 6 14 12 10 9 8..e' e" 6. 0.1)MINIMUM EMBEDMENT IN70 POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORN TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10. 9 5 35 14 12 10 9 8 8' B. .6 14 12 10 9 8. B '6'.A. ER+ ANCHORS S 1 3/4'.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2. � " -4•-0' I{ 12 -0 9 6 t4 12 10 9 8. 'B 6 6 14 12 10 9 0 B. 6 SS 14 12 10 9 6 4 14 12 10 9' 8 '8 6' 45 14 12 10 9 0' 6' '4 35 A2)-MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE:NO-EMBEDMENT.. _ 14 .-2 10 B 6 1.5 14 12 10 9 8 8 0 5.5 14 12 10 9 8 8 6 45 INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MI[MUM SHOULD STUCCO DOST,AND is 12 f0 9 .5 - 14 12 f0 9 B B 0 5 14 12 f0 9 B 7 55 4 SEE 11NRATxY15 OF U6E FOR 1'MINIMUM FOR WAIS WITH NO STUCCO. .- -_._ _ __. _.__ . TRADE ON SHEET5'-Ola12 10 _9 _ G 0 14 12 10 9 0 8 _8 SS 14 12 10 9 0 B 6 {b .12..___ 5 _..__ . _ 14. T2 to e B 7 a 1� 12 10. .s B s5 .9 3.5 144 12 10- B 65 5 3.5 3 _ - A.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE DOSING WALL 0 14 12 10 .B' ti' 7S 45 i4 t2 TO 9 e- -B""6- 45' ib 12 t0 9 8 .6' 4.5' 75- - - - -- -- - ANCHORS SHALL.BE,LONG ENOUGH TO REACH THE MARL STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE- BE AS INDICATED ON-- t4 12 9.3 73 65 45 - 14 72 70 9. 8 75 55 4 t4 t2 70 9 8 .e 4s'3S - NOTES A.1)&A2)ABOVE.FOR INSTALLATIONS ON VIM SIDING OR OFS WITH OR WRHOUr METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 f0. B 8 8 6. - 14 12 10 9 6 0 6 5. 14 -2 -0 9 8 65 '5 '35 INSTALLATION INTO DFS WITH METAL STUDS SEE SHEET 20. 6•-0' 14 12 10 9 75 5.5 - 14 12 10 0.6 7 5S 4 3 14 12 8 6S 55 4' '3 - _ 74 12 10 B B 6 - - 14 12 10 B B OS 5 75 l4 12 10 85 8 3 4 - (D) TO EXISTING CONCRETE BLOCK:(ASi11 C-90) 14 :12. B B.5 55 3 - - 14 12 t0. 9 A. 6S 4.5 u 14 12 10 .e 7 5 35 3 _ - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THRCADFORY TECHNOLOGY ANCHORS.AS MANUFACTURED BY f.T.W.BUWDL. - ---�" i4"13 l0 9 a 7 3 4 li 12' to 0 75 SS 4" 3 - '" - 1/4'0 x.3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL-POINTS-SCREW.BOLT&SPECIALTY COMPANY. _ T-O� 14- 12 10 9 8 B -_ ..._._ .._-._. _. _. -_...__ . . _____ ..__ - f/4.0 BLUE TAP CONCRETE ANCHORS W1 CAP ASMANUFACTUREDBY FLORIDA FASTENERS DIRECT.INC. -_------ " 14 13 10. 0 65 4 - - 14' 12 B. 7.S 6 4.5 3.5 - 14 10.5 7 55 45 - - - 1/4'0 TAPPER+ANCHORS.AS.MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY All.POINTS,SCREW DOLT&SPECIALTY 14 12 10 85 7 4. - 14 12 10 9 7.5 55' 4. 14 12 0 7 7.5.4.a COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED.VENDOR REGISTERED WITH THE AMERICAN SHUTTER,SYSTEMS ASSOCIATION.INC. 14 11 7 55 4.5' - _ - 14 12 10 9.75 53 :4: - 14 72 9 7 8 4;5 '3 8•-0' 14 12 10. 0, 'B &5 - 14 12 10 9 :8. 6 :4. - I4 12 10 8 65.:5. 3.5 NOTES: - - 14 12 85' 7 5.5. S - 14 12 8 65 55 4.. 3' 2S BS 8 5 4 3' - 8.1)MINIMUM EMBEDMENT PITO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12. 95 7S e - 14 12 95 8 05 3 - la t2 e' G' 65 4 - - WITH ADVANCED THRFJIOFORY TECHNOLOGY ANCHORS IS 1'. iJ 95 8.5 5 J5 _ 14' 12 l0, 8 65 5 14' 12' B' B.5 5 4 " 12. 10 9 e_ - - 14' 12 10 9 7.5 45 - - 14_ 11'B3 7 55_4 - - 02)MINIMUM.EMBEDMENT OF 1/4'0 x 3/4'AL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCS.NO 144 115 7.5 6 4 - - - l4 ti 7 3s S S.S - 11 a._5.S 45 35 - __ EMBEDMENT'INTO STUCCO SHALL BE PERMITTED. 1/4'o-20 S.S.MACHINE SCREW USED SHWl BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 65 4.5 - 14 12 8.5 7 95 4 - 14 105 7 55 6 4.5 - EXIST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 11.5&5 5.54 - 14 12 9 7 '6 4b - 14 11 7 5.5 45 J.5 14 12 10'.9 7S - - - 14 t2 10 8 6S 5 _ - 14 12 8_ 6-_5 4 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS, PAVES OR.ANY VENEER BE FOUND ON THE EIDSNNG WALL OR FLOOR. -4- t3 9.5 6.5 5 4 3 10 75 3 F 3� ANCHORS SWELL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BERIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON -0.5 7 S" 3S. _ - - _ 14 1f 7.5 5.5 - - - - 14 IIS 9' 6 5 { - - 2S 9S G 5 4 4 - - NOTES 8.N A 0.2)ABOVE.FOR WITHINSTALLATIONSS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONS(1LT THIS ENGINEER. 0.5 t74 _ 14' 72 :8,'6.5 55 4 13' 10'6.5 '9 43FOR INSTALLATION IMO EFS WITH 11ETAL.SNOSSEE SHEET 20. 14 - - - - - 14 12 9 7 6 45 - - 14'105 75545 35 - 11•-O- _ - _ _ _ (C) ANCHORS SHALL BE INSTALLED FOLLOWING AL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THIE ANCHOR'S MANUFACNRER I25 __ _ - 1294S 4 3 _ _ 9 7 4.5 353 14 - - - - - 14 LOS 7 5.5 4.5 - - - 1S 8.5 5.9 4.5 75 - - 9.5 '- - 14 115 7S 6 I-5 - - 12 9 6 4.5 4 '- _ _ (D) SEE SCHEDULE BELOW F'OR EDGE DISTANCE(ED.)VERSUS SPACING REUTIOHSNIP FOR ANCHORS. 12'-0' 14 - - - - 14 12 9 6.5 5S - - - 13 10 65 5 4 - );pgE DISTANCE VERSUS SPACING$H)ttEp�EOR ANCHO$�; 15 - 11 8 55 4 3.5 - 8 8 4 3 MAXIMUM ANCHOR SPACINGS ARE VAUD..F'OR EDGE DISTANCES INDICATED BODW.FOR E D.LESS THAW THE INDICATED•REDUCE ANCHOR SPACING 3.5 - - - - - 13 956S54 - - - m 0 5 4 - - - - CtY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THF.FOLLOWING FACTORS. 9' 14 10.5 7 5.5 4S - - - 11' 8_3 35 {5 35 - - - REDUCED,SPACING OBTAINED USING FACTOR SHALL.NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE... to - _ - - u tt5 7.5 8 5 __ - 12 9 e_4S 1 FACTOR 47 10 75 5. 4 3 - - - 7:5 55' 4 3 - - - - AGTUAL__ .- 25 - - - 12 9 8 is 4 _ _ _ 9.5 7 S 4 _ _. _ TAPWN EADFORLI TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/CAP LDN ... EDGE TAN TAPPER + 6 6 - - - - - - 13 9S 65 5 - - - - OS 75 5 4 - - - - HV BLADE OR DICTANCE THR Y _ - -SPACING 74 13 - - - - - - t4 105 7 55 - - - - 11 85 55 4S MIN.SPACING-3- - MIN.SPACING-3' MIN.SPACING-3 1/2' MIN.SPACING J' - :3 3/4' 4' 14'-0' t0 7S - - - - - - 0 7 4.5 35 - - - 7 5 3b 3 -_ - - HV B D W POURED CONCRETE& pq�D 1E ATE ELM -POURED.CONCRETE& POURED CONCRETE&Pam�1E DDeCf31E(RODE 15 B - 11 8 5.5 4-5 _ _ _ _ 9 E5 48 _ _ _ _ _ CONCRETE BLOCK UN.E4.3 1/Y M R.ED-2 I/Y CONCRETE&.LICK CONCRETE BLOCK �1 ED.:3 1/T MN EA•2 1/Y 7S - - 12'M- - - - 95 7'43 - - - - - OX HV WINDOW 601 E0.•Y .. MN FA•I I . LM E0.-3r- 0.84 1 ]5 = 05 e s = = BLADE WORKING _15,_0. I9 6.5 5 Z1/z -_-_.-___ OBI0. .. 10 1.0 0.78 1.0to _ usIN UNISON ♦ -BS 64 _ 2' - 0.71 OSi 1.5 - - 9 6.5 45 - - - - - 1 3/4' - 0.81 - - - 0.431B - i - _ _ _ _ 2 .5.- _' = 9s - : _ - FLORIDA BUILDING CODE(Non High Velocity.Hurricane, Zone F TFCC/TAAiA7j ©2015 EASIE2N METAL SUPPLY.INC. �F ✓ 9 BERTHA HVTM :. 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EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FlR,SOUTH W/0"0.36(NDS.) ANCHORS 70 HOLLOW GOI.ING S1iA11.OE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF -YIN.1/2'COIL PLYWOOD(1986 APA). LAG SCREWS AS PER NDS 2012 SPEC¢RiTRONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF IHE RECOMMENCATIONS.AND SPECIFICA11ORS OF THE ANCHOR'S MANUFA=RFR. FLORIDA BUILDING CODE(Non High Velbcity .Hurricane.Zorie .. -. .. ®2015 EASTERN METAL SUPPLY.INC.. BERTHA'HV;M" T1T11111111177r7 .. ICO A,S.S,A. Accordion Shutter System -�---=giL E „"�. p' H.V.BLADE$1'W/OR W/O.H.V.VANlOW BLADE P.'' �'•. American Shutter SystemsTILLEV. DESCRIPTION BATE DRAWN ITle MIL 0.135 167 555N..360.Sl,SV.3(A,WRGwA W✓flD15,RDRTESTING & ENGINEERING COMPANY 33I Association. Inc. :1 ALD 11-192 4/13/15'DATE: .4/.73/15 ItQbT P6oeo:(305)571-15:0.Fox:(30.5)871-1531 4268 Westroods Drive z DRAWING No e 1 GTle-0-1- West Palm Beach, FL 33407 s . * .. EB-0006719 - - 15-085. A• g1ATE OF :-= 46 WALTER:A.PLUT 4T.P.E. • 6 C^ FLORmA u�y 477 4 6 SHEET fi EA -.15- OF-20 INSTALLATION"- DETAILS ON EXISTING WOOD BUILDINGS FOR n HV :& HV.� BLADES AS APPLICABLE MAX. SHUTTER SPA + -OR L— FOR INSTALLATIONS INTO -WOOD_WITH HV BLADE(1),ONLY SHALL WALL FINISH LIMITED TO 105.0 psf. kSA' DESIGN PRESSURERATING.-SEESHEET 19 FOR MAX SPAN & --1/4.0 TAPCON OR. A.S.D. DESIGN ESSQRE RATING TOR INS A 0 BLADE 1 :& A WORKING—AN UNISON TAPCON WITH ADVANCED I 1/4'0 TAPCON OR _ THRFADFORM TECHNOLOGY Y TAPCON WITH ADVANCED?HREADFORM TECHNOLOGY -W/ 1 1/2'-lAin.PENEIRARON W/1 1/2'Nin.PENETRATION OF-THRFJ,DED AREA TO EXTS TING _ OF THREADED AREA TO - 1 A41 S ff _I_ _LI _DOR ll EXISTING WOOD HEADER. ;` W000 HEADER(SEE SCHEDULE:ON SHEET 15) 1 TO MASS(g (SEE SCHEDULE ON SHEET 1,5) ',.; 1/4'0=2OxJ/4'SS.MgCHINE SU*DILE ON SHEET . 1 Lam'•18 SCREWS W/ 1/4'720 NUTS 1—_11 FOR ET 19 FOAA�.__ ori % I 0 12'O.C. .. 1 ON SHIT t9 FOR WAL OR TIN 1 I 1'Min. _ EXISTING t �•`'(D& _ - EO- EO o `GLASS—(, - I Li-OPTIONAL - WALL I, -I -9 &STING MIN. I t FINISH .I ... 2•x4WOOD , QR" ♦ i '� EXISTING MW. 1 " _ HEADER REOUIHEU:: .(_ f - - _® - I .. .2'x�1'.WOOD .._ _ ;- r 1 �I A"0 TAP OON OR TAPCON.WITH ADVANCED I j HEADER REQUIREU (I ll�� EXISTING I MIN.SFPARNION I I 1 ___�l I MHRFPEN FE�TIONCOF TECHNOLOGY W1 AREAL TO Glass--I TO atss"(st> I I \JEwsrWc woo0 READER. SOfalE STET MW.SEPARATION TD GLASS L..--11 FOR BADE IUAPD EXISTING .J---_-"(SEF SCHEOIAE ON SHEET 11) - ' '� ' tsEE"SCHEOULE.ON SHEET 15) I ON 9�R 19('O2 G4455-may 2".e COW.SILL 1 B.AT7ES O&QA] B_._-__.-,___-._.-.___... -_____ _ _ ._ PLATE REO'D. . (N)HV WALL HEADER INSTALLATION @HV.WALL.SILL INSTALLATION MO HV WALL HEADER INSTALLATION — 8 1 r - MIN.SEPARATION TO CLASS p(ISTNG L-__ MIN.SEPARATION TO GLASS 1 (SEE SCHEDULE ON SHEET 11) CIASS 1 _ EXISTING /�-�—(SEr-SCHEDULE ON SHEET I1)_- _ EXISTING �_ I I. f NT-1 MIN.SEPARATION TO GLASS 1 I .1O GLASS.' x GLASS--1 - W000 PIATE 7((SEE SCHeOULE ON SHEET 1.1) 1r---II 1 1/4'0-2Ox3/4'S.S. REO'D. f 4 I 1 . 114.0-20.3/4'S.S. 1 USINC'E SCR-0 1 I U MACHINE SCREWS W/ t \ I USING 1/4'-20 NUTS WALL / 1/4'-20 NUTS 0 12'- 1 0 12.O.C. ` - nNTSH L f \ I O.C. I I I W 1 t �� / © R� 2'x4'COItT. 1 _ 11U E WOOD PLATE -I I -EO._..EO._ •' T Mtn. REO'D. t t rrT�-1 1/4'0 TAPCON OR TAPCON WITH ADVANCED 1 I ) I 1 t;1 lI t,11 THRFADFORM TECHNOLOGY W/ 1 1/2' •�� © ® S T ) �`T x4'CONT. E1in.'PENETRATION OF THREADED MEA TO 1/4'a 7AP(:ON OR TAF'CON WITH AWANCED _ I " LL PLATE -- EXISTING WOOD HEADER. 4 ' 7/4'0 TACON OR bm- REO'D. 1 (STE SC!IEDIIC ON SHEET 15) THREAOFOFM TECHNOLOGY'N/ 1/Y TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL. r I'1,Min.'PENETRATION OF THREADED MEA INTO.PLYW000 ` CDTIIRFADFORMTECHNOLOGY SHUTTER ASSEMBLY. __L._ WALL FINISH IJ1 111 (SEE SCHEDULE ON SHEET 15) EXISTING MI'6'.2�%4• W/ //Y Min. PF77ETRATION,OF 2-MOUWING SECTIONS CAN BE VVV �{ PLTliOOD Rta•O. 1/2"MIN.CD%PLYWOOD REO•D. STUDS P TO.C.MA%._• \yam FINISH—•THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO REO'D.PLWlOOD TO BE (SEE SCHEDULE ON SHEET 15) _suR ANY INSTALLATION. t�HV- WALL SILL ANSTALW10,14 STING MIN.2'x4'STUDS In 16'O.C.MAX.REO'D. ATTACHED TO STUDS IN PLYWIODID TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH Y1TTF1 SECTON 230.9:OF THE F.B.C. SECTION 2308 OF 171E ®HV WALL SILL INSTALLATION ♦SEE UM)ZATiONS OF l'E OF F.B.G. BLADE ',�/J ON SHEET 1�9 FLORIDA BUILDING"CODE( 3 r. P HV-,WAGE SILL INSTALLATION Hon Nil h Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY,INC., BERTHA HVTM l Accordion"Shutter System I:L E C O N c. .AS■S.A■ FEV. BLADE#1 W/OR W/O FEV- 1MNDOW BADE �"P•�1y„"_ t TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems Ey.N DESCRIPTION DATE- DRPWN By: M.L ' lc •*_ C 6355.N.W.3M.SL.St”705,VRGM CfR0EN5.rLORDA 3316 ASsoclation. Inc. 1 ..DtD 11-T 9z a/13/1s oAtE _4/1 15 • - Phone:(305)871-1530.Fax;(305)871--1531 4268 Westrdods Drive -2 DRAWING No a' :427c � 61:tat—ft.1-rom West Palm Beach, FL 33407 3 .. �'pO• F� P: EB-0000719 .. 4 1 5-085 ORID WA A TILUr Jr.P.E. FLORIDA LTa B 44167 5 SHEET f'.E'.'��S�t�JI��ITI�+u�IDAit 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR nHY & f�Al HVA BLADES. (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L= FOR INSTALLATIONS INTO WOOD WITH HV BE0E n ONLY SHALL BE LIMITED.TO-.105.0 psf. A.S.D.- DESIGN PRESSURE::RATING SEE SH E 9 0 MAX 11 -WALL FINISH '- - SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 -&. WORKING. INUNISON 1/4'6 TAPCON OR EO--E 2 MIN. _ �.-..� TAPCON WITH ADVANCED 4'x6'(Min.)EXISTING -_ EDGE(IF APPLICABLE) THREADFORM TECHNOLOGY WOOD BEAM REQUIRED - W'/1 1/2'Min.PENETRATIONTRUCTURAL ADEQUACY ____ JBY . OF THREADED AREA TO 1/4'0-20.3/4'S.S.STO IXLSIING WOOD BEAM PMWPS TRUSS HEAD TO BE CER7IFlED? EXISTING WOOD HEADER. LAACHINE SCREWS -- Min. REGISTERED ENGINEER OR -- ---- .. --- EXISTING WOOD (SEE SCHEDULE ON SHM IS) W/1/4'-20 NUTS ARCHITECT PRIOR TO Q. 0 TRUSSES OR F.Q_'-EO� 4 12'O.C. SHUTTER INSTALLATION. 1/2• - - 1/2" _ -_- RAFTER O 24' . O.G.REQUIRED 1/4.0 TAPCON OR ' EXISTING SOFFIT TAPCON WITH ADVANCED 3/4'Nax.INK. _PENIEE{ 1 -257" THRFADFORM TECHNOLOGY OF THREADED AREA TO _'-E0- _ -_ _- - - - .-'j14 3/4 'EQ r E - _...' - 1'xaxt/B'COM'.ALUM.TUBE z S.M.S. ii (6063-T6 ALLOY)W/ OPTIONAL EXISTING WOOD HEADER. D 6'O.C. (J)� 15 EACH RAFTER LAG SCREWS TO •-i' (SEE SCHEDULE ON SHEET 15) or 13 or 1© I 1 or 13 0H IOR TRUSS. LOCATE LAG SCREWS AT I - MIDW1DTH OF EXISTING WOOD I _ I. MEMr (2 N n_NOMINAL -I EXISTING LAIN'1".4'-- - - - - -----0 -- -1 - - - I I I OPEN HOLE AT'EACH.- WTOTI}W/2 Nin. EXISTING-4 HEADER HEO'O -{ SND TO ACCEPT PENETRATION OF THREADED GLASS )IMIN.SEPARATION TO GLASS EXISTING 1. .5/16"0 LAG SCREW ' AREA VAUD FOR 1 (SEE SCHEDULE ON SHEET 11) - GLASS--- ) -- I - I ''.� AT CENTER OF TUBE. INSTALLATIONS WITH LOAD 4 ___. J _- MAX.A.S.D. DESIGN LOAD AND 111 V I Lot sESY+un1o4 EXISTING I lay.57:r..i+anaN 9'-0'MAX. SPAN.THIS - �S HV WALL HEADER INSTALLATION l ,' c{(F T cuss—� m ams(SFE INSTNIATON S ONLY VALID 1 11 96E�D� 10 OR ®� '1 111 Poll BLADE I FOR WOOD W/MIN. SPECIFIC 0 .. ". .. 9AOF$m h F9T_- _- -- ,,{{ I (N S EEFs W A� GRAVITY of Oso.ASENo.DOUGLAS 1-SEE 511�T 4 rOR TWILL SHURFA ASSFJIBLY --•{ J- _- -_ -�- .� __Y.1 OR ®• (ORR EQ��N PINE No.2. 2-MOUNTRIG SECTIONS CAN eE COMBWAS �T�HV CEILING INSTALLATION IN ANY WAY TO SUIT ANY INSMUATION. ,. 1 U/ V CEILING INSTALLATION -� __VR srawlw L 1 OR 1 • I -MIN. I 1. _•;I SCHMU E-ON BEET SEPARATION I I MIN.SEPARATION TO.GLASS It FOR MAX NArm � TO:GLASS E]., (SEE SCHFDUI.E ON SHEET'11)-- IXISTNG' I W 3EET 19 FCR SEE SCTIEOULE I IXISTNG _ 1 GAS\\I �A9 • ION SI L 11) ClASS--1 0 7 I I I ? I 1 I ALTERNATE _l l I ( I ANc oR I I f 1 EXISTING 8 q 'WALL— . LOCATION _I ( f NISH I I —T I 3/a'w� #10.3/4"HEX GLASS- FINISH LASS I I - ) I -2"x6'MIN.WOO ( J ... 1/4'� © n--1----_ 3/6 wN,._. -__ _ WASHER HEAD.TIX DECK.13EOUIRED �/ l SCREWS O 72'o.e _- I (ND AMISH { -.'-•/ ©OR 2'x6'MIN WOOD '---� n N.LOWE,D) _ - DECK REQUIRED-(ND _- _ -'_ -v - FINISH ALLOWED) - '---( _ EDGE _ Oi / - 172• 1'-•U _ OF __ EDGE OF DECK Q: EDGE OF DECK --_ _ --� `_ DECK IF _ -_ ----�--_ IF APPLICABLE �^ 1F APPLICABLE APPUCA13LE _ 1. I 1/4•P-20x3/4'S.S. 1/4'0 TAPCON OR PHILLIPS TRUSS HEAD - -.,_ ---- ``---•^- -----� Min.' - ' 4 0 TAPCON OR IAPCON WRH ADVANCED 1 ).•x4'CONT. TAPCON-WITI ADVANCED MACfIINE.SCREWS 1/' -2"MIN. / 1 SRL P_IE I�i .: �RFj�j/2R NIn.PENETRATION q/12/O.C.O NUTS 1/M1•0 7APCON OR TAPCON WITI ADVANCED THREADFORIA _.-,2•MIN:--- - PENETRATION Or THRM READED W/ 1 L/2'M:n. _ 'REO'D I TECHNOLOGY W/ 1 1/2'Mrt1 PENETPATON OF THREADED OF THREADED AREA TOAREA TO EXISTING WOOD HEADER.(SEE EXISTING W001)HEADER.. AREA TO EXISTING WOOD HEADER'(SEE SCHEDULE ON SHEET IS) SCHEDULE ON SHEET IS) 1J`" (SEE SCHEME CN SHEET 15) uM ATDNs of USE FOR � CXo HY WALK—OVER.INSTALLATION V HV WALL SILL INSTALLATION a.= ON SHEET 19 l^�HV FLOOR INSTALLATION U FLORIDA BUILDING.CODE(Non Nigh Vciocity Hurricane Zone ` =\P�,\�R A..T•I� ,,©?015 EASTERN METAL SUPPLY. INC. ;` \CENs�'•�9- - BERTHA HVIN A S S A Accordion.Shutter System I L. ECO N c. ■ ■ A ■ KV.MAA#1 W/OR W/o KV. WINDOW RAM American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY `-Y• OESCitIPTK7N DATE DW1Wl1 BY: Ni aT� F Assoctption, Inc. OLD a/1a/Is DATE ,g/9.3/15 9'•, 6155 N.N.36th.St•Sha 305.%Ram Gun3m,,FLORIDA 331 Phone (305)871-1530.Fox:.(305)871-1531 4268 Westroods Drive 2. - DRAWING No I ��l`�`` a-ma6:6lteeo00a.0 re West Palm Beach, FL 33407 3 15-085. WALTTA AOT.WTI Jr.P.E. 4 . 7jY/l/ll 1NTA FLORIDA L'c.(I 44167 S ..-. - SHEET URE/DATE. P.E._SEAL�A'tG1vAY _. 6 17 OF 20 END INSTALLATIONS HV BLADE ORt1 A WINDOW BLADE INTO. 2''x4" MIN: WOOD_STUDS 5ND5 REL'D: Yn4•MW.Wtpp z'..•uw. �duos REIYD. wow _ ,a i T_ av1A5f1/ma) \,. / w/aIDR (AS Ate) r4C91 � th•��vjjamrllan 1 1 �/1°R.9+ . aDSTiNC GI/55 • -ew%�� L // \—_ � _ �1/1 YO.CR /Irl\ i _ + 101 5vRLtW90�\ 1 ,plW 10 0I.6(SFE(SFE - tn•p m -: 4 , 9mAr.ON _ to¢Ag1i1P5'O(5!E +/Y 301.mx�.Y^ �:it.: .�Y:[ ID oW4(SFE SpmIAE w 9m - 1/16 3 ,I FGt IEAIE 6)00 w'GT... .• J, 'D61A1E O,9¢T RLII,Um. 11 MR AE L m 9QS MICE d'NO _ ___ - - (fA4f-la)COM: ~ -K41 I/'J'IQL Wf_ OR6ma - - - 1011 I� _ _ 1/2- /2 - _- _ 1Q! la�'�_ aA�IDn ALUM.QC= Itwom. N) —1 I i IA.as w _ I Y u0L Z.A"(LOCAL[ I/z•'- R Fus" I Al LnM IaH _ 6160.0 SYS. �IWl 1'SYS. - --- .. 016!(C _ -._ miaiE -QOGIE a I OR�• sE[otTAA 6OR Ql�• ) ' COR�• (� 541E CONNECRDN 1 OR'L•.. .. TO 114[1(5 ... SEE DLTAI'JfrOR_ (4) .({,a�•�-':l-+lN•V- !1�/�.ld�a SQ DDrAa A FOl t� SmE COnNEd 1, .a. -'�,\/-`/x'•,'13-/ 9DE CCWEIRAOLS - \ - mlILV'1(S .l-t`J'ti- •�'-V'•�e��'©. (�-CA=UOO-Ce7.O�- (�-(�L (1) 0�. ©•OO-a��-O.p.�- �•(;;-t�•(1'-�+1�- ©+V�•Q�-©•U•i�- C�•.(A-C3•Q�-Oa•s�- C��(3-i;z•.C9*•(�.p- O•U•(i-©•O'iA- (�+ito-S�•(�^�•®- 0-®-S3•(t-�•(� a0•(1S-(�•(i'-®•C� (�•i3-C;•L3-C��l�- �•d$-1?r•C3-C�•t� ENp CONNECTION DETAIL(7) END CONNECTION DETAIL 8� END CONNECTION DETAIL J ENO CONNECTION DETAIL Qg .. O�RwC ' .'v2auQm onur fOi 59ANS CICAIDt 11113 IZ'-O' oDsrmc � r1/PaRRa wa+atr `1 - • SEE umir.k.tONS OF USE FOR RwaE1sIRwss tz . . ,/z.•U.. sa¢lon,v 9U7 ---. LJ BLADE IA ON SHEET. 19 rKsrARAAAr '; „,v aA¢0)A0 ro 37155(SFE i —. oN 94E1 to rcn soma a 941r ".• :.�... -05 ,vas m 4 \ (DJOR 00 I /�,� �: \ I - _ fi 6I� •�- I�`Ow�fURII.A:Ai�iiij VIEW Y f 6�.1�eU•G-c}�U.,'[�- WALL 111w91 R S FWD. WALL �.�:\--�•v� 1 I(-9•'Lp-ii•C�-�'�- stuns m'D. ncsR q�•CS-Ct•C�Q�•3- PLAN OB'C4-Q�fs-�•(3 a0 Cd-C�•iI-p•6 DETAIL X END CONNECTION DETAIL 13 END CONNECTION DETAIL�( FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY,INC. ,�P cE�J r., BERTHA HVrM Accordion Shutter System = I:LTE C O 7N, \ A.S.S: A. H.V.BLADE#1 W/OR W/O KV. WRM BADE. _ American Shutter Sys#ems REV.W .DFELR,MOM DA1E...DNAWN fsY: 'Al.l. TIWT TESTING do ENGINEERING COMPANY *_ Assoclotfon, Inc. 1 OLD 11-192 +/13/15 DATF- 4/13/15 STATE OF - Ess.N.1v 3W,SL,Sla 305,VIRCIN4 GARDEM,FLORM 331 4 - _ ,mown:(305)871-1530.Fo4:(305)871-1531 268 Westraods Drive z. DRAWING No O,r•• F�DRIDA ,r' a_..H:6R«0000Lo West Palm Beach, Fl, 33407 3 15-085.. •.....-:.:-`G�@\�• WALIE X 1R.ES�MUr J,P.E. 4- FLORMA U.f 44167 a - SHEET P.E.'3fA♦ i GM1V\�RE/DATE 6 18 OF 20 � � 7�p T ©°'® GENFRAi LM MMONS AND CONDITI NONS OF LLcc' FDR F3ERTI�A (O.D (U D ISON WIiF1 WINDOW LADESHLISYSTEM WORKING IN_.. . 1 Y 1.MAX AS.D.DESIGN PRESSURE RATING:.+110•- 110 P.J. 2.MAX SHUTTER SPA4:96' 3.ALLOWED MOUNTINGS:A.D,G&H ON SHEENS 6,7;AS WELL AS MOUNTINGS M.O.T,-U&WON SHEETS 16& 17. y ONLY CENfERYI11E4©�a�y,(DOTH W/ OR 2 ARE ALLOWED WITH®1 (g�` IN A$YYNEfPoW_OR OPPOSING IA�OUT IN DISE OF OPPOSING Oma'®w r 5 IA YOMUST BE UHXUOF.D ONLY AT:FXTEft(OR ACCESS SIDE OF _— _`6.a _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TYP.EA END ♦ _ __ _ 5.(A)HV WNDOW BLADE 1�SHALL ONLY ALLOW A MAXIMUM OF 5 OPT]NONGS ' (3'0 HGLE9)FOR O PER "AT SPACINGS SHDNN ON SHEET 4. 5-N7NWW5 _♦ _ _ _ _ _ (B)Mll1 CLEARANCE FROM TOP OR BOTTOM EDGE OF HJ NR7DOW BLADE_ ALLOWED AT-MV _ ___ _ OF ANY 3'6 IIaLE-FOR®SH"BE 12'. - - .. WINDOW BLADE ' U�7 -. . (WINDFIRSTOW BLADE IN MADE COMING OIfF FROM STARTERS AT ENDS MAY BE HV ♦ ♦ (D)HV WINDOW BL\DE 1®MU57 BE USED ALTERNATE 10 A SQI111 HV MADE(D TIIRDUC41OUT SHUfTER"S W1DT1110 10 10 ___,_ • . . • • (E)C ERMA SliALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV - o 3LAOE ET AT ETHER 410E OF THEE. - A10 10 SEE END (F)POLICARBONATE HV WIKDOW R SHALL.BE INSTAILID 50 TABS FACE CONNECTION __ • • ♦ ♦ • THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW MUST BE DETAILS ON$HEETS' �. ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PRONGED BY ASSA 10'.TG 18 TVP.; TNG FULL HOGIIf. I 63r/j S 6.SEE ANCHOR SPACENG SCHEDULE FOR WSMI-ATIONS INTO WOOD ODIFRAME i P,, 5p A BUNCS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 44 � 9' I &'2 ABOVE):-. s 8r�� . C 7.SEE ANCHOR SPACING SCHEDULE FOR XSIAL ATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 As LIMITED BY SPAR AND DESIGN LOAD(SEE NOTES L &2 ABOVE). UIs S.MINIMUM SEPARATION 70 GSC EDULE,PER ASTM E-1996: u(SEE PLAN FOR REQUIREMENTS) ----�� --� TOP&Dorm ty ) � �pl 6 .17 WIND ZONE NOIDlUM SEPARATION TO CLASS —UNIlITEO DMING GLASS—, ELEVATION --— --— -- MN SEPARATION To rzAss . r(SEL SCHEDULE ON SIFT 11 FOR FIADE((� :L , ND CN 11GS SHEET iLf2 BLADES 0)& 6- -= —��1---------- ------------ 4 51 / y2 N\ Y P. 1 GO 4 41/ -- �� TVP. SYMME'iWCAL CINfERMATEs wji 3S0(sE�£NOrE 4 t3' g TYPICAL C1) HY BLADE WORKING IN UNISON WITH HY WINDOW BLADE 1/11A SHUTTER* — FLORIDA BUILDING.CODE(Non High Velocity Hurricane,Zone, \\\tpE111r......f/A„ - C�2015 EASTERN METAL SUPPLY. INC., ,,,,\\•SVR.. �� BERTHA H fM CE A S S A Accordion-Shutter System I ■ ■ ■ .L E C O �Nc. Kv RAE#1 w1 aR.w/o:Kv.wtwonr EaDE iILL1T TESTING & ENGINEERING COMPANY American Shutter Systems v. P11 DESCRIoN DATE Df AWN ter:. WE • STATT: Fess NW.35M.SL.Sto.305.V3F-rrA:GNrDIX5,,FU)w A 33, Association, Inc. �-, .OLD 11-792 4/13/15 DATE 4/13/15 �.• OF—;.�.� mono:(3M)671-1530.F—(305)871-7531 4268 Westroads Drive 2 DRAWING No OF' IDP �'<•�� a- .1 tat-0.0-nn West P61m Beach, FL 33407 3 n ED 0006719 ;-ss/pp•.... .. ...... WAL.10OA LPLUT;C,P.E. 6 SHEET'5085:.. P.E. 3&A1� � Q�I�E/DATE 6 1 OF 20 D35- ,- �.:,...;,. . Mik t ,/2'.D. THICK I n.ASTM b-653 CILSDE 4o M,n. _YA��S•��' INSTALLATIONS, W f �n HV BLADE ..& HV CENTERMATES 1 T�-�2��a-�ax'.r Min.G-60 GALV•STE0. 0 .. NO - METAL STUDS AT 43b INTO. METAL STUD WALLS * °� .--------- _ L o s D.C. m'a W .W , ------- ,yz- '175' ® ]-/4"o NOMINAL . GEN NS AND O USEALUMINUM SLEEVE " 1 aj4-x s t/a•x Dms-THICK M:n.j 431 430 - - I- r2 o K .FOR"BERTHA(1 HV BLADE ACCORDION SHUTTER N 6063 T5 ALLOY CONT.3:/. ..6 =TRACK HICK Mi I �5 SYSTEM INSTALLATION TO METAL STUD WALLS - 0 6.O.0 O 6.O.C.': o ASTM A-G93 GRADE w Wn.G-60 I SEPARATION TO GLASS SCHEDULE '^ .3°� GALVANIM FAS7ENFD 7D SRlDS i-_-- .. Moa. w (z)86x1/r TE,c scRLws ON I EzlmNc FINISH gg. 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75. (psf) """ . E-" Iriio(2) &EXTERIOR FACE 'AS APPLICABLE ' -O a 2. MAX. SHUTTER SPAN: 84• MINIMUM WIND ZONE. --SEPARATION- - OLENGTH + 1' - o(Lsn"c c,ILSs—i "6"' CLASSA 3. ALLOWED MOUNTING: MS ON THIS SHEET. ASTM E-1996 TO GLASS TO 1p (SEE SCHEDULE) 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1• tL4�e-20X3" BOLT ._-.- - - .r - -- - .�-� - - WITH 21-ARRANGED A SYVMETRICAL LAYOUT. - - - - - -- --. _ - _ MUST PENETRATE 3c-1' I USE 0 35 (6• LONG, MINIMUM) MUST ALWAYS BE 4 4' 3/4•x 6 1/4-x 0.038-THXK W6n.' EXISTING FINISH Q INCLUDED ATUIOR OR INTERIOR ACCESS SIDE OF 1.373'1 cONT.GALV.STEEL TRACK a1ANN CAS APPLICABLE I CENTERMATE. I .250°"ri r.°s0 ASlN A-653 CRQf:'40 Min.G-60 u GAL VAHIZEDFASTENED TO STUDS w/(z)/sx,/z.Ttx scRLws ON 43c 43c. 431 - -- - - - - -- - ?T-- ° -- - INIf3COR&EXIMOR FACE i 'Y 6.O.C. a 6.O.C. /4"020 THREADS - Y' BLADE SLACK DETAIL .HVF It ALSO VALID FOR ® 1 f4"O ELCO CONSTRUCTION w ---_ ' 12 38 CENTERMATE 21 "APPLICATION WITH BLADE 1Q PRODUCTS FAB—LOK HD G"x �i. � — Mm , TMA 653 GRADE DCK i;_ _:. ":VAPoES._ 0 6. O.C. COMPONENTS ui..G-60 ALV. STEEL /0 ._2,•Alai; . "".c-6o S A STEEL t _ ':I MS WALL HEADER✓SILL INSTALLATION METAL STUDS AT,6'O.C. m. _EXISTING FINISH AS APPLICABLE SCALE: 3/8'= I- (ilP.TOP&BOTTOM) VA VA .. _ - _ ., -- _-- _ -- -- -- — _-------- — -- EXISTING.GLASS _ _ �-——--——— 1 3/4'x 6 1/4'x().035-THICK Nin. CALVA ITU GRADE 40 Win.C 60 i i, i ( I W 2 6x1 SYMMETRYCAL SYMMETRYCAL �/O e /z TTx SCiEYlS o" 430 436 436 . vii.s�ARnrioN VARIES I INTERIOR&EXTERIOR FACE I , , I To cuss 2 I CENTERMATES W/ CENTERMATES W/ I SCHEDULE M , , I' EXTERIOR ACCESS SIDE I'- . .. INTERIOR ACCESS SIDE 4 s'(1vP.)-_—_. . ,i IN �(6'Min.) IN I ------------___---__��__ _____-- ---- O _-- -------------- -- - 24--__--=-___----_=_-- --=___= -==1===== ---_ - - — - - ------ --- • 21 + (2)42 12 HV--- =-------�i - _ __ _ __ j- HEADER/SILL ENDS �`tJ O / a==- -,— VIE Y 2 (6`Min.) 24 I SIDE CONNECTION TO TRACK (cont.) -3 1ja (1yP)_--- 6 1/2'(TyP.) — 7 --7 6 1/2-MAX. SLACK HVA .ISL BLADE SLACK DETAIL HVF FLORIDA BUILDING_CODE(Non High Velocity Hurricone Zone, 02015 EASTERN METAL SUPPLY,INC. BERTHA HV;M A S S A Accordion Shutter System H V.aME#f.W/CR w/0 H.V.WNDOWBLA E. . 41 = American Shutter SystemsMv.m DESCRPTON DATE .DRAWN BY; N.L TILUT TESTING do ENGINEERING COMPANY 6115 N..3116.SL.S°.JVS.SNA Gwoo 5,rLoRm 33, Association, Inc. 1" OLD 11-192 1/13/15 iOATE 4'/,3/75 �•- Phorre:(305)871-1530.F9i:(305)671=1531 4268 'Westroads Drive -2" DRAWING No FCORI0P ��.` °- Ei tdtocoOao1'`°"'WWest Palm Beach, FL 33407 ` - 15-085. SEB-O6719 WALTER A-TLLUT J,P.E. P.E. %, (ttA/DATE RDrsmA L°.a 44's7 6 SHEET20 OF 20